Detail Data Check List CAD DetailsSOUND ISOLATION PLATE SOUND ISOLATION CLIPS "O.C. Samples from 2X4...

2-1/2" METAL FRAME PARTITION 2-1/2" METAL FRAME PARTITION

PARTITION @ CONTROLJOINT (2-1/2" STUD)

PLYWOODMETAL WALL ANGLE @ CLG.FURRING CHANNELMETAL RUNNERSUSP. METAL FURRING CHANNELMETAL STUDS @ 24" O.C.METAL STUDS @ 16" O.C.STAGGER STUDSBRACING TO STRUCTURESTUD TO CLG. @ 48" O.C.CHASE WALLFLOOR TRACKSEALANT EACH SIDERESILIENT BASE, 4"CONT. SPONGE RUBBER GASKET, 1!2" X 3" (@ c1g.)SUSPENDED CEILINGFASTEN METAL STUDS TO CLG. 'T'

NOTATION CHECKLIST, SAMPLE NOTES

METAL STUDS (SIZE & SPACING)METALRUNNE~ANCHORS

METAL TRACK/HEADERADJACENT CEILING OR SLABGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHES!WATERPROOFINGHOOKSITRACKSWALL MOUNTED FIXTURESWALL ANCHORS!MOUNTING BRACKETSRAILINGSIWALL GUARDSTHRU-WALL SLEEVESEALANT/SOUND BARRIE~

LEAD LININGJOINTS (CONTROL OR EXPANSION)ADJACENT FINISHESGYPSUM WALL BOARDWATER-RESISTANT GYP.BD.CORNER BEADCONTROL JOINTSOUND ATTENUATION BLANKETRIGID INSULATION

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PARTITION @ BEARINGWALL (2-1/2" STUD)

TYPICAL PARTITION(2-1/2" STUD)

PARTITION @ CORNER(2-1/2" STUD)

PARTITION @ T INTER- TYPICAL PARTITIONSECTION (2-1/2" STUD) (2-112" STUD)

JAMB(2-1/2" STUD)

HEAD(2-1/2" STUD)

Samples from

www.AutoCADDetails.net

2X4 INTERIOR WALL FRAMING 2X4 INTERIOR WALL FRAMING

NOTATION CHECKLIST,SAMPLE NOTES

INTERIOR WALLFRAMING (2x4)

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2 X STUDS @ " O.C.2 X BOTTOM'""PLATESUBFLOOR2 X FLOOR JOISTS @2 X SOLID BLOCKING2 X DOUBLE TOP PLATE

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILESOUND INSULATIONPLYWOOD SHEATHINGSOUND ISOLATION PLATESOUND ISOLATION CLIPS

"O.C.

Samples from


2X4 WOOD FRAME WALLS 2X4 WOOD FRAME WALLS

WALL@ FLOOR (2x4)

JAMB OR SILL (2x4)

HEADER (2x4)

WALL@CLG. (2x4)

HEAD (2x4)

HEADER (2x4)


CEILING LINE @2 X STUDS @ "O.C.HEADERTRIM FOR CASED OPENING2 X BOTTOM PLATE2X TOPPLATEBASE (FINISH BASE SIZE/MATERIAL)FINiSH FLOOR

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILEMASONRY VENEERRAILINGSIWALL GUARDSHOOKSITRACKSANCHORS/MOUNTING BRACKETSTHRU-WALL SLEEVESPASS-THRUSOUND ISOLATION PLATESOUND ISOLATION CLIPS

EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARD SHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEERFLASHINGIWATERPROOFINGANCHORS/MOUNTING BRACKETSTHRU-WALL SLEEVES

SAMPLE NOTES:BATT INSULATIONINSULATION BOARDWOOD SIDING15# FELT1/2" FOIL FACE INSULATIONAIRSPACE1/2" X 6" BEVELED LAP SIDING1/2" PLYWOOD SHEATHPLYWOOD SIDINGVAPOR BARRIERWOOD TRIM2 X JOISTS @ " O.C.2 X RAFTERS @ " O.C.BLOCKINGFLASHINGGYPSUM BOARD CEILINGHARDWOOD STOPSHARDWOOD JAMB2 X 4 CONT. WOOD BLOCKINGSOUND INSULATIONPREFINISHED PANELINGDOOR FRAMEDOOR SIZEWOOD DRIP1 X WOOD STOP

Samples from


2x4 WOOD FRAMING 2X4 WOOD FRAMING

TYPICAL WALL(2x4) Plan

WALL@TINTERSECTION (2x4)

WALL @ CORNER (2x4)

-f------ll-SOUND ISOLATIONWALL (2x4)


CEILING LINE @2 X STUDS @ "O.C.HEADERTRIM FOR CASED OPENING2 X BOTTOM PLATE2X TOP PLATEBASE (FINISH BASE SIZE/MATERIAL)FINiSH FLOOR

INTERIOR:GYPSUM WALLBOARDLATH &PLASTERWOOD PANELINGTILEMASONRY VENEERRAILINGSIWALL GUARDSHOOKsrrRACKSANCHORS/MOUNTING BRACKETSTHRU-WALL SLEEVESPASS-THRUSOUND ISOLATION PLATESOUND ISOLATION CLIPS

Samples from


2X6 WOOD FRAME WALLS 2X6 WOOD FRAME WALLS

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TYPICAL WALL (2x6)Plan

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WALL @ T INTERSECTION(2x6)

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WALL @ CORNER (2x6)

WALL @ T INTERSECTION(2X4 & 2x6)


CEILING LINE @2 X STUDS @ "O.C.HEADERTRIM FOR CASED OPENING2 X BOTTOM PLATE2 X TOP PLATEBASE (FINISH BASE SIZE/MATERIAL)FINiSH FLOOR

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILEMASONRY VENEERRAILINGSIWALL GUARDSHOOKSITRACKSANCHORS/MOUNTING BRACKETSTHRU-WALLSLEEVESPASS-THRUSOUND ISOLATION PLATESOUND ISOLATION CLIPS

EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARD SHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEERFLASHINGIWATERPROOFINGANCHORS/MOUNTING BRACKETSTHRU-WALLSLEEVES

SAMPLE NOTES:BATT INSULATIONINSULATION BOARDWOOD SIDING15# FELT1/2" FOIL FACE INSULATIONAIRSPACE1/2 X 6 BEVELED LAP SIDING1/2" PLYVVOOD SHEATHPLYVVOOD SIDINGVAPOR BARRIERWOOD TRIM2 X JOISTS ~ " O.C.2 X RAFTERS @ " O.C.BLOCKINGFLASHINGGYPSUM BOARD CEILINGHARDWOOD STOPSHARDWOOD JAMB2 X 4 CONT. WOOD BLOCKINGSOUND INSULATIONPREFINISHED PANELINGDOOR FRAMEDOOR SIZEWOOD DRIP1 X WOOD STOP

Samples from


4" METAL FRAME PARTITIONS 4" METAL FRAME PARTITIONS

TYPICA PARTITION(4" STUD)

PARTI ON @ BEARINGWALL (4" STUD)

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P.AlRTITION @ TINTERSECTION (4" STUD)

HEAD (4" STUD)

PARTr-ION @ CONTROLJOINT (4" STUD)

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PARTITION @ COR NER(4" STUD)

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PARTITION THRU SUSP.CEILING (4" STUD)

JAMB (4" STUD)


METAL STUDS (SIZE & SPACING)METAL RUNNER/ANCHORSMETAL TRACK/HEADERADJACENT CEILING OR SLABGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHES/

WATERPROOFINGHOOKSITRACKSWALL MOUNTED FIXTURESWALL ANCHORS/MOUNTING

BRACKETSRAILINGSIWALL GUARDSTHRU-WALL SLEEVESEALANT/SOUND BARRIER!

LEAD LININGJOINTS (CONTROL OR

EXPANSION)ADJACENT FINISHESGYPSUM WALL BOARDWATER-RESISTANT GYP.BD.CORNER BEADCONTROL JOINT

SOUND ATTENUATION BLANKETRIGID INSULATIONPLYWOODMETAL WALL ANGLE @ CLG.FURRING CHANNELMETAL RUNNERSUSP. METAL FURRING

CHANNELMETAL STUDS 124" O.C.METAL STUDS 16" O.C.STAGGER STUBRACING TO STRUCTURESTUD TO CLG. @ 48" O.C.CHASE WALLFLOOR TRACKSEALANT EACH SIDERESILIENT BASE, 4"CONT. SPONGE RUBBER

GASKET, 1/2" X 3" (@ clg.)SUSPENDED CEILINGFASTEN METAL STUDSTO CLG. 'T'

Samples from


5-1/2" METAL FRAME PARTITION 5-1/2" METAL FRAME PARTITION

PLYWOODMETAL WALL ANGLE @ CLG.FURRING CHANNELMETAL RUNNERSUSP. METAL FURRING CHANNELMETAL STUDS 124" O.C.METAL STUDS 16" O.C.STAGGER STUBRACING TO STRUCTURESTUD TO CLG. @ 48" O.C.CHASE WALLFLOOR TRACKSEALANT EACH SIDERESILIENT BASE, 4"CONT. SPONGE RUBBER GASKET, 1/2" X 3" (@ clg.)SUSPENDED CEILINGFASTEN MTl. STUDS TO CLG. 'T'


METAL STUDS (SIZE & SPACING)METAL RUNNE~ANCHORSMETALTRAC~HEADERADJACENT CEILING OR SLABGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHES/

WATERPROOFINGHOOKSITRACKSWALL MOUNTED FIXTURESWALL ANCHORS/MOUNTING

BRACKETSRAlliNGSIWALL GUARDSTHRU-WALL SLEEVESEALANT/SOUND BARRIER!

LEAD LININGJOINTS (CONTROL OR EXPANSION)ADJACENT FINISHESGYPSUM WALL BOARDWATER-RESISTANT GYP.BD.CORNER BEADCONTROL JOINTSOUND ATTENUATION BLANKETRIGID INSULATION

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PART,\TION @ CORNE~

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PARTITION @ CONTROLJOINT (5-1/2" STUD)

(5-1/2 STUD)

TYPICAL PARTITION(5-1/2" STUD)

PARTITI6N @ BEARINGWALL (5-1/2" STUD)

= =

j;"J@ T INTERSECLN(5-1/2" STUD)

PARTITION THRU SUSP. CLG.(5-1/2" STUD)

JAMB(5-1/2" STUD)

HEAD(5-1/2" STUD)

Samples from


ACCESS PANELS ACCESS PANELS

ACCESS PANEL Floor

ACCESS PANEL Ceiling

ACCESS PANEL Wall

DETAIL DATA CHECKLISTACCESS PANELS

_See manufacturers' catalogs for standard sizes, finishes, and materials.

wood frame, metal frame, masonry, or concrete construction.

_Detail drawings are included mainly to show special anchoringconditions--screws, anchor bolts, etc., in_See manufacturers' and suppliers' catalogs for detail design data andspecifications.

_See manufacturer's recommendations for special anchorrequirements for different kinds of construction.

NOTATION CHECKLIST

FINISH FLOORSUBFLOORISLABWALL CONSTRUCTION/FRAMINGCEILING CONSTRUCTIONCHANNEUSUPPORT WIRESMETALFRAME~NCHORACCESS PANELHARDWARE

Samples from


ALUMINUM AWNING & CASEMENTWINDOWS

Aluminum Awning Window -- Single Glazed

Aluminum Awning Window -- Double Glazed

ALUMINUM AWNING & CASEMENTWINDOWS

DETAIL DATA CHECKLIST

ALUMINUM AWNING & CASEMENT WINDOWS

_See manufacturers' and suppliers' catalogs for standard sizes, detaildesign data, materials, and finishes._Detail drawings are required mainly to show the relationship ofwindows to wall construction such as

connections to wood frame, masonry, or concrete wall construction._Details or window schedules should show rough-opening sizes andshim tolerance allowances

(1/2" all around is a common allowance for shim space).

_Details should show flashing and caulking at heads, jambs, and sills.

_See manufacturers' recommendations for connections to varied wallconstruction.

Aluminum Casement -- Single Glazed

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WALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUTFINISH HEAD/SILUJAMBWINDOW TYPE, MATERIAL & FINISHHARDWARE/OPERATORVENTIWEEP HOLElWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING

ANODIZED ALUM. TRIM1/4" TEMP. GLASSEXTRUDED ALUM. SILL TO MATCH WINDOWMETAL SILL BELOWTHERMOPANE INSULATING GLASSSINGLE PANE GLASSALUM. HEAD, SEALANT BOTH SIDESALUM. SILL W/SEALANT EACH SIDEWOOD NAILERTREATED BLOCKING1 X WOOD TRIMMETAL EDGE BEADSTUDGYPSUM WALLBOARDFLASHINGSEALANT

HEAD JAMB SILL

Aluminum Casement -- Double Glazed

HEAD JAMB SILL

Samples from


ALUMINUM DOUBLE HUNG WINDOWS ALUMINUM DOUBLE HUNG WINDOWS


ALUMINUM DOUBLE HUNG WINDOWS

_See manufacturers' and suppliers' catalogs for standard sizes, detaildesign data, materials, and finishes.

_Detail drawings are required mainly to show the relationship ofwindows to wall construction such as

connections to wood frame, masonry, or concrete wall construction.

_Details or window schedules should show rough-{)pening sizes andshim tolerance allowances

(1/2" all around is a common allowance for shim space).

_Details should show flashing and caulking at heads, jambs, and sills.

_See manufacturers' recommendations for connections to varied wallconstruction.

HEAD JAMB SILL

Aluminum Double Hung -- Double Glazed

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HEAD JAMB SILL


WALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUTFINISH HEAD/SILUJAMBWINDOW TYPE, MATERIAL & FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLEREMOVABLE SCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING


Samples from


ALUMINUM SLIDING GLASS DOORS ALUMINUM SLIDING GLASS DOORS

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Aluminum Sliding Glass Door -- Single Glazed

HEAD 3"=1 '-0" JAMB 3"=1'-0"

[ISILL 3"=1'-0"


ALUMINUM SLIDING GLASS DOORS_These are manufactured products provided in standard widths andheights._Detail drawings are included mainly to show special anchoringconditions: Screws, anchor bolts

expansion bolts, etc., in wooo frame, masonry, or concrete wallconstruction._See manufacturers' and suppliers' catalogs for design data, details,and specifications._See manufacturer's recommendations for wall and header anchors.

Aluminum Sliding Glass Door -- Double Glazed

SILL 3"=1'-0"


WALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUT/SEALANTFINISH HEAD/SILL/JAMBWINDOW TYPE, MATERIAL & FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING

Samples from


ALUMINUM SLIDING WINDOWS ALUMINUM SLIDING WINDOWS

Aluminum Sliding -- Single Glazed

1.11 III 1~

JJ l- I~:LL·Aluminum Sliding -- Double Glazed


ALUMINUM SLIDING WINDOWS



WALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUTFINISH HEAD/SILUJAMBWINDOW TYPE, MATERIAL & FINISHHARDWAR80PERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBL8REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING

_See manufacturers' and suppliers' catalogs for standard sizes, detaildesign data materials, and finishes.

conneClions to wood frame, masonry, or concrete wall construction._Detail drawings are required mainly to show the relationship ofwindows to wall constnuction such as_Details or window schedules should show rough-{)pening sizes andshim tolerance allowances

(1/2" all around is a common allowance for shim space)._Details should show flashing and caulking at heads, jambs, and sills._See manufacturers' recommendations for connections to varied wallconstnuction.

SILL

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IJAMB

~~

J1HEAD

Samples from


BASE CABINETS

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F~l Edg,/Up ~ F~l Edg./Up ~ F~l Edg,/U_P-----'1'r-

BASE CABINETS


FINISH SURFACEPLYWOOD/PARTICLE BOARDTRIM (MATERIAL & SIZE)BLOCKING (MATERIAL & SIZE)ADJACENT MATERIALSHARDWARE/ANCHORDOOR/DRAWERPROVIDE BLOCKING TO RECEIVE MILLWORK ITEMSPLASTIC LAMINATE3/4" PLYWD. TOP W/HDWD. EDGINGPLASTIC LAM. BACKING SHEETPLASTIC LAM. TO EDGE & COVER BACKSPLASH,

~/~9tL~5N~Jl:'lfig~S~D1-fiB~~s&SHELVES WI 1/2" X 314" HDWD. NOSE

FACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWD DIVIDERS1/4" PLYWD. BACKRECESS 1/4" HARDBOARD OR PLYWD. BACK2X4FRAMING3/4" PLYWD. BOTTOM WI WOOD EDGING4"TOESPACE

CHAMFERED TRIM PIECEFLUSH DOORS, OAK VENEER ON PLYWD.314" X 3-1116" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME l!il FLOORADJUSTABLE'SHELVESRECESSED SHELF STANDARDSSURFACE MOUNTED ADJ. SHELF STD'S. WI BRACKETSFIXED SHELF314" PLYWD. SHELF W/1X2 SUPPORT CLEAT &

1 X 3 EDGE STRIP1 X 12 SHELVES & BACKING1 X 12 DIVIDER l!il44" O.C. MAX.314" PLYWD. SHELVES WI HDWD. EDGING1 X 2 WD. SUPPORT~WALL ANCHOR WI 1/4" DIA.

TOGGLE BOLTS 24" O.C.STEEL CHANNEL, A ACHED TO END WALL,

WI STUDS @ 1'-0" O.C. @ LAV. PERIMETERDRAWERSOLID WOOD DRAWER SIDES, HDWD. DRAWERFRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BOTTOM3/4" X 1-3/4" RAILS & STILESSLIDING GLASS DOORS IN K-V TRACK,

PROVIDE FINGER PULLS & LOCK, SAFETY GLASS

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Front Edge/Lip Front Edge/Lip Front Edge/Lip

Front Edge/Lip

Samples from


BASE CABINETS BASE CABINETS

Door & Drawer

Back Base

Back Base

Front Base

Door &Drawer

Back Base

Drawer

Front Base


FINISH SURFACEPLYWOOD/PARTICLE BOARDTRIM (MATERIAL & SIZE)BLOCKING (MATERIAL & SIZE)ADJACENT MATERIALSHARDWARE/ANCHORDOORIDRAWERPROVIDE BLOCKING TO RECEIVE MILLWORKITEMSPLASTIC LAMINATE3/4" PLYWD. TOP W/HARDWOOD. EDGINGPLASTIC LAM. BACKING SHEETPLASTIC LAM. TO EDGE & COVERBACKSPLASH,

PROVIDE END SPLASH @ WALLS3/4" PLYWOOD TOP, SIDES, DIVIDERS &

SHELVES W/1/2" X 3/4" HARDWOOD NOSEFACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWOOD DIVIDERS1/4" PLYWOOD BACKRECESS 1/4" HARDBOARD OR PLYWOOD BACK2X4FRAMING

3/4" PLYWWOOD BonOM WIWOOD EDGING4" TOE SPACECHAMFERED TRIM PIECEFLUSH DOORS, OAK VENEER ON PLYWOOD3/4" X 3-1/16" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME @ FLOORADJUSTABLE"SHELVESRECESSED SHELF STANDARDSSURFACE MOUNTED ADJ. SHELF STD'S. W/BRACKETSFIXED SHELF3/4" PLYWOOD SHELF W/1X2 SUPPORT CLEAT &

1 X 3 EDGE STRIP1 X 12 SHELVES & BACKING1 X 12 DIVIDER@44" O.C. MAX.3/4" PLYWOOD SHELVES W/HARDWOOD EDGING1 X 2 WD. SUPPORT @ WALL ANCHOR W/1/4" DIA.

TOGGLE BOLTS @f24" O.C.STEEL CHANNEL, Ai'rACHED TO END WALL,

W/ STUDS@ 1'-{)" O.C. @LAV. PERIMETERDRAWERSOLID WOOD DRAWER SIDES, HARDWOOD DRAWER

FRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BonOM3/4" X 1-3/4" RAILS & STILESSLIDING GLASS DOORS IN K-V TRACK,


Samples from


BASE CABINETS BASE CABINETS

FINISH SURFACEPLYWOOD/PARTICLE BOARDTRIM (MATERIAL &SIZE)BLOCKING (MATERIAL &SIZE)ADJACENT MATERIALSHARDWARE/ANCHORDOOR/DRAWERPROVIDE BLOCKING TO RECEIVE MILLWORK ITEMS

PLASTIC LAMINATE3/4" PLYWOOD TOP W/ HDWD. EDGINGPLASTIC LAM. BACKING SHEETPLASTIC LAM. TO EDGE & COVER BACKSPLASH,

PROVIDE END SPLASH @ WALLS3/4" PLYWOOD TOP, SIDES, DIVIDERS &

SHELVES W/1/2" X 3/4" HDWD. NOSEFACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWOOD DIVIDERS1/4" PLYWOOD BACKRECESS 1/4" HARDBOARD OR PLYWOOD BACK2X4 FRAMING3/4" PLYWOOD BOTTOM W/ WOOD EDGINGCHAMFERED TRIM PIECEFLUSH DOORS, OAK VENEER ON PLYWOOD3/4" X 3-1/16" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME @ FLOORADJUSTABLE'"SHELVESRECESSED SHELF STANDARDSSURFACE-MOUNTED ADJ. SHELF STD'S.

W/BRACKETSFIXED SHELF3/4" PLYWOOD SHELF W/1X2 SUPPORT CLEAT &

1 X 3 EDGE STRIP1 X 12 SHELVES & BACKING1 X 12 DIVIDER @44" O.C. MAX.3/4" PLYWD. SHELVES W/HARDWOOD EDGING1 X 2 WOOD SUPPORT @ WALL ANCHOR W/1/4" DIA.

TOGGLE BOLTS @ 24" O.C.STEEL CHANNEL, ATTACHED TO END WALL,

W/ STUDS @ 1'-0" O.C. @ LAV. PERIMETERDRAWERSOLID WOOD DRAWER SIDES, HDWD. DRAWERFRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BOTTOM3/4" X 1-3/4" RAILS & STILESSLIDING GLASS DOORS IN K-V TRACK,


NOTATION CHECKLIST,SAMPLE DETAILS

Splash

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Splash

Splash

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lashSp

Splash

Samples from


BENCHES BENCHES

BENCH


BENCHES_Benches are often purchased ready-made, or fabricated as variations on

common bench types and styles._Detail drawings are included mainly to show desired bench sizes and types, and

to indicate anchoring to the ground or pavement._See manufacturers' recommendations for anchoring._See manufacturers' and suppliers' catalogs for design data, details,and specifications.

REDWOOD SLATS1/2" 1~~~~'LSTL CHANNEL, PAINT 2 COATS FLAT

CAP ~~~~~~L ENDS W/1/B" STEEL, WELD & GRIND

NAILER W/ GLUED SPACERS ABOVE3/4" CONT. CHAMFERED TOP EDGE3/B" DIA GAL. THREADED STEEL ROD, COUNTER SINK

~~~t~ASHER,PLUG W/1" DIA. X 3/4" HRDWD.

SET WIWATERPROOF ADHESIVE3/B" GAL. LAG BOLT1/4" DIAX 3" LAG BOLT@4X4SUPPORT1/2" SOLID WD. SPACER @ 4 X 4 SUPPORT2 X 4 TOE NAILED TO 4 X'I &

NAILED TO NEXT 2 X 4 THRU SPACER2XB4X4

MATERIAL SURFACE/FINISHFRAME/SUPPORTBOLTS/ANCHORSFINISH GRADE/PAVINGFOOTINGAGGREGATE BASESUBGRADE#4 DOWEL IN 5/B" DIA. HOLE

(tie CMU bench to supports to slab)PRECAST CONC. BENCH.3/4" CAMFER TYP. ALL CORNERSSTEEL INBED PLATES@4'-0" O.C. SHIM & WELD

(to connect precast bench to footing)SEALANT @ 1/2" FIBER JOINT#4 BARS CONT.~oriz, approx. l' O.C.)#4 BARS VERT 3'-0" O.C.#4 BARS CONT. (l1l bottom)REDWOOD SPA :ERS, GLUE TO SLAT

WIWATERPROOF ADHESIVE


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BENCH Concrete

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Marble

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BENCH Masonry

BENCH Concrete

l r.JEEItrb

BENCH Wood

Samples from


BENCHES

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BENCHWood W/Metal Frame

BENCHUW/Metal Frame

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BENCH JOOd w/colcretelMasonry Base

BENCHES


BENCHES_Benches are often purchased ready-made, or fabricated as variations

on common bench types and styles._Detail drawings are included mainly to show desired bench sizes and types, and

to indicate anchoring to the ground or pavement._See manufacturers' recommendations for anchoring._See manufacturers' and suppliers' catalogs for design data, details,and specifications.


MATERIAL SURFACE/FINISHFRAME/SUPPORTBOLTS/ANCHORSFINISH GRADE/PAVINGFOOTINGAGGREGATE BASESUBGRADE#4 DOWEL IN 5/8" DIA. HOLE

(tie CMU bench to supports to slab)PRECAST CONC. BENCH.3/4" CAMFER TYP. ALL CORNERSSTEEL INBED PLATES @4'-0" O.C. SHIM & WELD

(to connect precast bench to footing)SEALANT @ 1/2" FIBER JOINT#4 BARS cnNT.~OriZ. approx. l' O.C.)#4 BARS VERT 3'-0" O.C.#4 BARS CONT. @ bottom)REDWOOD SPA :ERS, GLUE TO SLAT

W/ WATERPROOF ADHESIVEREDWOOD SLATS1/2" X 2" X 3" STL CHANNEL, PAINT 2 COATS FLATENAMELCAP CHANNEL ENDS W/1/8" STEEL, WELD &GRIND SMOOTHNAILER W/ GLUED SPACERS ABOVE3/4" CONT. CHAMFERED TOP EDGE3/8" DIA GAL. THREADED STEEL ROD, COUNTERSINK NUT

& WASHER, PLUG W/1" DIA. X 3/4" HRDWD.DOWEL

SET W/ WATERPROOF ADHESIVE3/8" GAL. LAG BOLT1/4" DIA X 3" LAG BOLT @ 4 X 4 SUPPORT1/2" SOLID WD. SPACER @ 4 X 4 SUPPORT2X4 TOE NAILED T04X4 &

NAILED TO NEXT 2 X 4 THRU SPACER2X84X46 X 8 X 16 CMU W/ SOLID GROUT#4 DOWL ~tie CMU bench to supports to slab)

IN 5/8' DIA. HOLE

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PICNIC TABLE & BENCHES

Samples from


SOllARDS Cone. SOllARDS Cone.

CONCRETE BOLLARD

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CONCRETE BOLLARD


BOLLARDS_Chamfer or round edges_Add eye bolts or steel rings for chains_Place rebar in the core of the bollard (vertically) for added strength


POLE/BOLLARD (SIZE & MATERIAL)CAPfTOP SLOPEFINISH GRADE/PAVINGBACKFILUAGGREGATE/SANDAGGREGATE BASESUBGRADETOP RAIL PIPE (MATERIAL & SIZE)PIPE POST (SIZE & SPACING)INTERMEDIATE PIPE RAILS (SIZE & SPACING)PIPE SLEEVE/ANCHORPAVING/SLAB/CURB6" DIA. STEEL PIPE FILLED W/ CONC. GROUT

(Typ. steel pipe dia.: 2" to 12")SLOPE TOP OF FOOTING

(1)p. 1" min. above grade)1'-6" DIA. CONC. FOOTING. (2'-3' ht. typ.)EXPANSION JOINT (~ adjacent paving)1/8" STEEL PLATE CAP,WELD & GRIND SMOOTH

TREATED 6" DIA. WOOD POLECOMPACTED SAND FILLPRECAST CONC. FOUNDATION BLOCKLIGHT FIXTURES (where occur)

-

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III~~LJ~III .III

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CONCRETE BOLLARD CONCRETE BOLLARD CONCRETE BOLLARD CONCRETE BOLLARD

Samples from


BREATHER VENTS

BREATHER VENT

BREATHER VENT

BREATHER VENTS


BREATHER VENT, ROOFING VENT, MEMBRANE VENT, RELIEFVENT_Breather vents allow entrapped moisture to escape from layers ofbuilt-up roofing membranes_They are manufactured items and should be sized and installed asper manufacturers' instructions, and

roofing manufacturers' recommendations_Some manufactured units close under exterior air pressure to preventevaporated moisture in the air fromreversing flow and entering the membrane through the vent

Sizes and installation:_Units are 4 to 6" diameter, 12" high_Install on wood blocks or nailer atop roof substrate and even with roofinsulation_Mount on blocks or nailers with 1/2" vent holes at 2" o.c._Mount 12" to top of vent with sheet metal peaked cap above

_Provide bird screen to prevent nesting under cap


METAL HOOD & FASTENERSFLANGED METAL VENT STACKROOFING SURFACE

(TYPE, LAYERS & COVER MATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTIONGALV. PIPE WrrREADED END CAPMETAL PIPEPREMOLDED PIPE SEALSEALANTFLASHING FELTSTAINLES STEEL CLAMPING RINGWATER CUTOFF MASTICCORE HOLE AS REQUIREDOPENINGS FOR ROOF VENTS TO BE PREFORMEDALLOW 1-1/2" MIN. CLEAR AIR PASSAGE TO VENTBUILT-UP ROOFRIGID INSULATIONMETAL DECKING

Samples from


BRICK & BLOCK CAVITY WALLS BRICK & BLOCK CAVITY WALLS


DETAIL DATA CHECKLISTBRICK AND CONCRETE BLOCK WALLSThese wall section details are to be combined with relatedconstruction such as door frames, window frames, furred wallswall mounted fixtures, and wall penetrations such as for 'pipe sleeves, access panels, etc.

Design limits of wall types, thickness and heights are strictlylimited by most building codes, so consult your local code forthe last word on preliminary design assumptions and final design.

Also, ~ee Iite~ature from t~e National Concrete Masonry Association,the Bnck Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and constructionapplication information.

VERTICAl SECTION(10" CAVITY WALL)

/I/I

dj/

JAMB (10" CAVITY WALL)

LINTEL (10" CAVITY WALL) LINTEL (10" CAVITY WALL)

FULL-SCALE GENERIC DETAILS

MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSfTRACKSIWALL-MOUNTED FIXTURESTHRU-WALL SLEEVESFLASHINGIWATERPROOFING/CAULKINGMETAL TIESAIR SPACE/GROUTRIGID INSULATIONWEEP HOLESINTERIOR FURRING/FINISHDOORIWINDOW/LOUVER FRAMELINTEL

CONCRETE BLOCK4" LIGHTWEIGHT CONC. BLOCKFACE BRICKBRICK VENEER W/ METAL TIES TO STUD WALLCONT. SEALANT4" STARTER COURSECONT. FLASHINGFABRIC FLASHING SET IN REGLETGROUTSHIM5" X 3" X 1/4" CONT. SHELF ANGLESTEEL LINTEL ELEV.STEEL ANGLE LINTELWEEP HOLES «U 32" O.C.METAL STRAPANCHORS EVERY 6TH COURSEBRICK ANCHORSVERT. CONT. ANCHOR SLOTS SPACED 2'-0" O.C.#4 «U 16" O.C., GROUT CORESREiIiiF. «U 16" O.C. TYP.1" RIGIDiNSULATIONFOAM INSULATION

VERTICAL SECTION(INSULATED CAV. WALL)

Samples from


BRICK & BLOCK CAVITY WALLS BRICK & BLOCK CAVITY WALLS

MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSITRACKSIWALL-MOUNTEDFIXTURESTHRU-WALL SLEEVESFLASHINGIWATERPROOFING/CAULKINGMETAL TIESAIR SPACE/GROUTRIGID INSULATIONWEEP HOLESINTERIOR FURRING/FINISHDOORIWINDOW/LOUVER FRAMELINTEL

DETAIL DATA CHECKLISTBRICK AND CONCRETE BLOCK WALLSThese wall section details are to be combined with relatedconstruction such as door frames, window frames, furred walls,wall mounted fixtures, and wall penetrations such as forpipe sleeves, access panels, etc.


Also, see literature from the National Concrete Masonry Association,the Brick Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and constructionapplication information.


dIf"

d- j/VERllCAL SECTION(8" CAVITY WALL)

If"

JAMB (8" CAVITY WALL)

LINTEL (8" CAVITY WALL)

CONCRETE BLOCK4" LIGHTWEIGHT CONC. BLOCKFACE BRICKBRICK VENEER W/ METAL TIES TO STUD WALLCONT. SEALANT4" STARTER COURSECONT. FLASHINGFABRIC FLASHING SET IN REGLETGROUTSHIM5" X 3" X 1/4" CONT. SHELF ANGLESTEEL LINTEL ELEV.STEEL ANGLE LINTELWEEP HOLES tli2 32" O.C.METAL STRAPANCHORS EVERY 6TH COURSEBRICK ANCHORSVERT. CONT. ANCHOR SLOTS SPACED 2'-0" O.C.#4 tli2 16" O.C., GROUT CORESREil\iF. tli2 16" O.C. TYP.1" RIGIDiNSULATIONFOAM INSULATION

Samples from


BRICK VENEER

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JAMB (4" BRICK VENEER)

1.1

1"1VERTICAL lECTION

BRICK VENEER


BRICK AND CONCRETE BLOCK WALLSThese wall section details are to be combined with relatedconstruction such as door frames, window frames, furred walls,wall mounted fixtures, and wall penetrations such as forpipe sleeves, access panels, etc.




d

11111

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LINTEL (4" BRICK VENEER)

d

VERTICAL SECTION(4" BRICK VENEER)

(4" BRICK VENEER)

I"

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JAMB (4" BRICK VENEER)

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LINTEL (4" BRICK VENEER)

MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKS"RACKSNVALLMOUNTEDFIXTURESTHRU-WALL SLEEVESFLASHINGNVATERPROOFING/CAULKINGMETAL TIESAIR SPACE/GROUTRIGID INSULATIONWEEP HOLESINTERIOR FURRING/FINISHDOORNVINDOW/LOUVER FRAMELINTEL

BATT INSULATIONINSULATION BOARDWOOD SIDING15# FELT1/2" FOIL FACE INSULATIONAIRSPACE1/2 X 6 BEVELED LAP SIDING1/2" PLYWOOD SHEATHPLYWOOD SIDINGVAPOR BARRIERWOOD TRIM2 X JOISTS (!j) " O.C.~COCK~tTERg@ " O.C.

FLASHINGGYP. BD. CEILINGHARDWOOD STOPSHARDWOOD JAMB2 X 4 CONT. WOOD BLOCKINGSOUND INSULATIONPREFINISHED PANELINGDOOR FRAMEDOOR SIZEWOOD DRIP1 X WOODSTOPSOUND ISOLATION PLATESOUND ISOLATION CLIPS

CONCRETE BLOCK4" LIGHTWEIGHT CONC. BLOCKFACE BRICKBRICK VENEER W/ METAL TIES TO STUD WALLWEEP HOLESCONT. SEALANT4" STARTER COURSECONT. FLASHINGFABRIC FLASHING SET IN REGLETGROUTSHIM

STEEL LINTEL ELEV.STEEL ANGLE LINTELWEEP HOLES (!j) 32" O.C.METAL STRAPANCHORS EVERY 6TH COURSEHORIZ.BRICK ANCHORSVERT. CONT. ANCHOR SLOTS SPACED 2'-0" O.C.#4 (!j) 16" O.C. GROUT CORESREll'iIF. (!j) 16" O.C. TYP.1" RIGIDiNSULATIONFOAMED INSULATION

Samples from


BRICK WALLS

JAMB (4" BRICK)

--'------t---'-----VERTICALSECTION(4" BRICK)

LINTEL (4" BRICK)

---'----~t----'-

VERTICALSECTION(6" SCRBRICK)

BRICK WALLS






MASONRY UNIT TYPE &SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSfTRACKSIWALL-MOUNTED FIXTURESTHRU-WALL SLEEVESFLASHINGIWATERPROOFING/CALILKINGINTERIOR FURRING/FINISHDOORIWINDOW/LOUVER FRAMELINTEL

STARTER COURSEFLASHING CONT.FABRIC FLASHING SET IN REGLETGROUTCONT. SHELF ANGLESTEEL LINTEL ELEV.STEEL ANGLE LINTELBRICK ANCHORSHORIZ. JOINT REINF.

LINTEL(6" SCRBRICK)

LINTEL(6" SCRBRICK)

LINTEL(6" SCRBRICK)

Samples from


CABINET DRAWERS CABINET DRAWERS

CABINET DRAWERS & FRAMEHartz. Section

~~~~I,~~ IIIHoriz. Section

NOTATION CHECKLIST,SAMPLE NOTESPLYWOOD/PARTICLE BOARDDRAWER FACE FINISH SURFACEDRAWER SIDES (MATERIAL & SIZE)FACE FRAME (MATERIAL & SIZE)CABINET SIDE PANELS (MATERIAL & THICKNESS)TRIM (MATERIAL & SIZE)BLOCKING (MATERIAL & SIZE)ADJACENT MATERIALSHARDWAREPROVIDE BLOCKING TO RECEIVE MILLWORK ITEMSPLASTIC LAMINATE3/4" PLYWD. TOP WI HDWD. EDGINGPLASTIC LAM. BACKING SHEETPLASTIC LAM. TO EDGE & COVER BACKSPlA5H,PROVIDE END SPLASH @WALLS3/4" PLYWD. TOP, SIDES, DIVIDERS & SHELVES W/1fZ' X 3/4" HDWD. NOSEFACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWD DMDERS1/4" PLYWD. BACKRECESS 114" HARDBOARD OR PLYWD. BACK2X4 FRAMING3,14- PLYWD. BOTTOM WI WOOD EDGINGCHAMFERED TRIM PIECEFLUSH DOORS, OAK VENEER ON PLYWD.314- X 3-1/16" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME@FLOORADJUSTABLE SHELVESRECESSED SHELF STANDARDSSURFACE MOUNTED ADJ. SHELF STD'S. WI BRACKETS FIXED SHELF314- PLYWD. SHELF W/1X2 SUPPORT CLEAT & 1 X 3 EDGE STRIP1 X 12 SHELVES & BACKING1 X 12 DMDER@44"O.C.MAX.314- PLYWD. SHELVES WI HOWD. EDGING1 X 2 WD. SUPPORT@WALLANCHORW/114"DIA. TOGGLE BOLTS@24"O.C.STEEL CHANNEL, ATTACHED TO END WALL,WI STUDS@ 1'·0" O.C.@LAV. PERIMETERSOLID WOOD DRAWER SIDES, HDWD. DRAWER FRONTSDRAWERS ON EXTENSION SLIDES1/4- DRAWER BOTTOM314- X 1-314" RAILS & STILESSLIDING GLASS DOORS IN K·VTRACK.PROVIDE FINGER PULLS & LOCK, SAFETY GLASS

CABINET DRAWERS & FRAMEHartz. Section

CABINET DOOR & DRAWERHariz. Section

DRAWER

Samples from


CABINET DOORS

CABINET DOORS & FRAMEHoriz. Section



CABINET DOORS


PLYWOOD/PARTICLE BOARDDRAWER FACE FINISH SURFACEDRAWER SIDES (MATERIAL & SIZE)FACE FRAME (MATERIAL & SIZE)CABINET SIDE PANELS

(MATERIAL & THICKNESS)TRIM (MATERIAL & SIZE)BLOCKING (MATERIAL & SIZE)ADJACENT MATERIALSHARDWAREPROVIDE BLOCKING TO RECEIVE MILLWORK ITEMSPLASTIC LAMINATE3/4" PLYWD. TOP WI HDWD. EDGINGPLASTIC LAM. BACKING SHEETPLASTIC LAM. TO EDGE & COVER BACKSPLASH,PROVIDE END SPLASH @ WALLS3/4" PLYWD. TOP, SIDES, DIVIDERS &

SHELVES WI 1/2" X 3/4" HDWD. NOSEFACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWD DIVIDERS1/4" PLYWD. BACKRECESS 1/4" HARDBOARD OR PLYWD. BACK2X4 FRAMING3/4" PLYWD. BOTTOM WI WOOD EDGINGCHAMFERED TRIM PIECE

FLUSH DOORS, OAK VENEER ON PLYWD.3/4" X 3-1/16" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME @ FLOORADJUSTABLE '"SHELVESRECESSED SHELF STANDARDSSURFACE MOUNTED ADJ. SHELF STD'S. WI BRACKETSFIXED SHELF3/4" PLYWD. SHELF W/1X2 SUPPORT CLEAT &

1 X 3 EDGE STRIP1 X 12 SHELVES & BACKING1 X 12 DIVIDER @ 44" O.C. MAX.3/4" PLYWD. SHElVES WI HDWD. EDGING1 X 2 WD. SUPPORT @ WALL ANCHOR WI 1/4" DIA.

TOGGLE BOLTS @-24" O.C.STEEL CHANNEL, AIrACHED TO END WALL,

WI STUDS @ 1'-0" O.C. @ LAV. PERIMETERDRAWERSOLID WOOD DRAWER SIDES, HDWD. DRAWERFRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BOTTOM3/4" X 1-3/4" RAILS & STILESSLIDING GLASS DOORS IN K-V TRACK,


CABINET SLIDING DOORSVert. Section

Samples from


CARPET FLOORINGCARPET FLOORING

,~ 111111111 111111 1111 II IJ!IlllllWIIIII" I111111111111 Iii

lARPET WIPAD &TACKSTRIP

SNAP-ONCARPET EDGE

1 om-IIIIIIIIIIIIIIIIII~,=mwwwJWl~

CARPET @ VINYLREDUCER

J'-'--:JIIIIIIIIIIIIIIII~

UNDERSLUNG HALFSADDLE


CARPET

_Typical thickness 1/2" to 1"

_Be sure carpet notation in drawings corresponds to specifications

_Detailing is required only to show special flooring, base, or jointconditions_Carpet application is sometimes incomplete, with very seriousconsequences; strictly enforce

compliance with drawings, specifications, and manufacturers'instructions

_Carpet may have to be ordered before construction begins to assuredelivery in time for

occupancy, so carpet selection and specification may precede the restof the documents


CARPETPADTACK STRIPREDUCERSUBFLOORISLABGLUE DOWN CARPETCARPET & PAD WITACK STRIPSFINISH CONC.BUILD UP CONC. FLOOR W/FLOORSTONE AS

REO'D.PLYWOOD SUBFLOORPLYWOOD UNDERLAYMENTPARTICLE BOARD UNDERLAYMENTMASTICADHESIVETHRESHOLDREDUCER STRIPCARPET TILE JOINERCARPET EDGE STRIP

11111111111111111111

CARPET @ VINYLREDUCER

CARPET @ VINYLREDUCER THRESHOLD THRESHOLD/FEATURE STRIP

III11111111111111111111111111111111111111111111111

11111111111~~--~~""",I,,1

CARPET BASE UNDERSLUNG SADDLE STAIR NOSING STAIR NOSING

Samples from


CATCH BASINS

CATCH BASIN 6" Wall

0----STORM DRAIN & MANHOLE

o

CATCH BASIN 8" Wall

CATCH BASIN

CATCH BASINS


MANHOLESSpaced 300' to 600' apart for inspection and maintenance

- (Also depends on sewer size and local standards)_Manhole walls for a combined or sanitary sewer may be:

8" brick-6" concrete_6" solid concrete manhole block or precast concrete units to depth of 12'_Below 12' depth all brick and block walls shall be 12" thick_Manholes over 12' deep shall also have a 12' thick base

IINLETS AND CATCH BASINS_Choice of the unit is subject to local codes and practice

_Spacing depends on the size and type of unit, and the slope of gutter or swale in relation to anticipatedrunoff

_Walls may be:8" brick

-8"CMU=6" poured concrete_5" precast concrete

DRAIN INLET COVERS_Usually precast concrete or cast iron (also ductible iron)_Frames and grates available for light and heavy loading conditions

G~Js of foot or bike traffic, grates must not allow penetration by:Heels

-Crutches-Cane tipsiires

_fiifList still provide sufficient drainage_Slotted grating may be used if slots run transverse to traffic direction


FINISH GRADE/PAVINGPAVING BASEMETAL GRATINGMETAL GRATING FRAMEPIPE (TYPE, SIZE, MATERIAL)CONCRETE BASEREINFORCINGAGGREGATEBACKFILLCOMPACTED SUBGRADEFLOW (show direction)#4 BARS @12" O.C. E:ACH WAY#3 BARS @10"O.C. EACH WAY

Samples from


CERAMIC TILE BASE &WAINSCOT CERAMIC TILE BASE & WAINSCOT

CI' cY

CERAMIC TILEBASEThin-Set

CERAMIC TILEWAINSCOT Thin-Set

- -- -'---~'"

CERAMIC TILE BASECement Mortar

n

-

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UCERAMIC TILE WAINSCOTCement Mortar


FINISH FLOOR (MATERIAL & THICKNESS) THINSET QUARRY TILESETTING BED (MATERIAL & THICKNESS) QUARRY TILEJOINT SIZE ROUND TOP COVE BASEFLOOR MEMBRANEIWATERPROOFING WATERPROOF GYPSUM BOARDSUBFLOORISLAB ADHESIVEREINFORCING SETTING BEDCERAMIC TILE MORTAR BED W/REINFORCINGBOND COAT/MORTAR BED ANGLE EDGERSCRATCH COAT THRESHOLDMEMBRANE HARDWOOD DIVIDER STRIPWALL CONSTRUCTION REDUCER STRIP

DOORSILICONE SEALERSLOPE FROM CURB TO DRAIN

Samples from


CERAMIC TILE FLOOR

CERAMIC TILE FLOORThin-Set

~.c-"'~~---------------j~~

CERAMIC TILE FLOORThin-Set On Wood

II

CERAMIC TILE FLOORGlass Mesh/Mortar

~~--- -. ---------

CERAMIC TILE FLOORCement Mortar On Wood

~------'--,-.-... _ .. ---------~ ~

CERAMIC TILE FLOORCement Mortar

CERAMIC TILE FLOOR


FINISH FLOOR(MATERIAL & THICKNESS)

SETTING BED(MATERIAL & THICKNESS)

JOINT SIZEFLOOR MEMBRANE/WATERPROOFING

SUBFLOORISLABREINFORCINGCERAMIC TILEBOND COAT/MORTAR BEDSCRATCH COATMEMBRANEWALL CONSTRUCTIONTHINSET QUARRY TILEQUARRY TILEROUND TOP COVE BASEWATERPROOF GYP. BD.ADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDHARDWOOD DIVIDER STRIPREDUCER STRIPDOORSILICONE SEALERSLOPE FROM CURB TO DRAIN

Samples from


CERAMIC TILE TUBS &RECEPTORS CERAMIC TILE TUBS &RECEPTORS

ICERAMIC TILE WALL @ TUBPlaster Wall

-i1-

CERAMIC TILE BASESHOWER RECEPTOR

CERAMIC TILE WALL @ TUBGypsum Board Wall

CERAMIC TILE BASEFLOOR @ DRAIN


CERAMIC TILEWALL CONSTRUCTIONWALL FRAMINGTUB HANGERTUBSETTING BEDLATH/REINFORCINGWATERPROOF MEMBRANEDRAIN

CERAMIC TILE TUB

THINSET QUARRY TILEQUARRY TILEROUND TOP COVE BASECERAMIC CAPBULLNOSE CAPWATERPROOF GYPSUM BOARDADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDHARDWOOD DIVIDER STRIPREDUCER STRIPDOORSILICONE SEALERSLOPE FROM CURB TO DRAIN

CERAMIC TILE TUB

Samples from


CERAMIC TILE WALLS CERAMIC TILE WALLS

CERAMI TILE WALLThin-Set

CERAMIC ILE WALLCement Mortar

-I--

CERAMIC TILE WALL@STEAMROOM

CERAMI TILE WALLLeveling/Bond Coat

j/

CERAMIC 11LE WALLLath/Plaster/Mortar

CERAMIC TILE WALLThin-Set on Gypsum Board

NOTATION CHECKLIST,SAMPLE NOTESCERAMIC TILEADHESIVE/DRY-SETBOND COAT/MORTAR BEDSCRATCH COATMEMBRANEWALL CONSTRUCTIONTHINSET QUARRY TILEQUARRY TILEROUND TOP COVE BASEWATERPROOF GYPSUMBOARDADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDHARDWOOD DIVIDER STRIPREDUCER STRIPDOORSILICONE SEALERSLOPE FROM CURB TO DRAIN

Samples from


CHAIN LINK FENCE CHAIN LINK FENCE

LJ III:::::D ::=:(1\

. III

CHAIN LINK FENCE

I' Jill':::" ::=:(1\

. III

CHAIN LINK FENCEW/Barbed wire

CHAIN LINK FENCE Gate

CHAIN LINK FENCE GateW/Barbed wire


CHAIN LINK FENCINGSee manufacturer's data for:

- Size of pipe-Size of mesh=Depth of footin~

Standard spacing of postsSize and spacing of braces

Special options:- Gate size

=Barbed wire type_Barbed wire extension arms_Number of wires


CHAIN LINK FENCEBARBED WIREPOST/POST CAPTENSION WIREBRACE RAILTIE RODFINISH GRADE/PAVINGFOOTINGAGGREGATE BASE

VISE CONNECTORS (connect groundwireto fencing/barbed wire)

DOWN CONDUCTORCOPPER CONDUCTOR CABLE MIN. #6GROUND ROD MIN. 3/4" 0.0.BY 8' LONGBOTTOM SALVAGE WIRE

Samples from


CHALKBOARDS &TACKBOARDS CHALKBOARDS &TACKBOARDS


CHALKBOARDS &TACKBOARDS

_See manufacturers' catalogs for standard sizes, finishes, andmaterials.

wood frame, metal frame, masonry, or concrete wall construction._Detail drawings are included mainly to show special anchoringconditions--screws, anchor bolts, etc., in_See manufacturers' and suppliers' catalogs for detail design data andspecifications._See manufacturer's recommendations for special anchorrequirements for different kinds of construction.

CHALKBOARD

---~~--

TACKBOARD


CORK TACKBOARDCHALKBOARDHARDBOARD BACK PANELCHALK TRAYANGLE BRACKETS/FASTENERSWALL CONSTRUCTION/FRAMING

TACK SURFACEWOOD GROUNDSTEEL SURFACE, ON BACKER BOARDWOOD BLOCKING @ STUD WALLMETAL FRAMEPERIMETER TRIMSCREW ON TRIM OVER WOOD GROUNDSCHALK TROUGH

Samples from


CONCRETE BLOCK CAVITY WALLS CONCRETE BLOCK CAVITY WALLS






JAMB

(10" HMU CAVITY WALL)

lLINTEL

(10" HMU CAVITY WALL)

//f"

f"

VERTICAL SECTION(10" HMU CAVITY WALL)

MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSffRACKSIWALL MOUNTED FIXTURESTHRU-WALLSLEEVESFLASHINGIWATERPROOFING/CAULKINGMETAL TIESAIR SPACE/GROUTRIGID INSULATIONWEEP HOLES

8" CONCRETE BLOCK, GROUT CORES FULL &BREAK OUT WEB AS REO'D. FOR #4 BAR VERT.

8" LINTEL BLOCKCONC. BLOCKFLASHINGSEALANTCAULK#4 @ 48" O.C. ALTERNATE - GROUT REINF. CELLS#4 'ii'ERT. REINFORCEMENT @ 2'-0" O.C.HORIZ. JOINT REINF. @ 16" o:C.1/2" PREMOLDED JOI~ FILLEREXTRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAM W/#5 CONT. @ 32" O.C.#4 CONT. IN BOND BEAMSASH BLOCK - EACH SIDE16 GA. STEEL MESH EVERY OTHER COURSE

(@ masonry interior partition joint)INSULATIONDISCONTINUE MASONRY REINF. @CONTROLJOINTEXPANSION SHIELD

STARTER COURSEFLASHING CONT.FABRIC FLASHING SET IN REGLETGROUTCONT. SHELF ANGLESTEEL LINTEL ELEV.STEEL ANGLE LINTELBRICK ANCHORSHORIZ. JOINT REINF.

8" CONCRETE BLOCKCONC. SLABSEE FOUNDATION PLAN FOR SLAB THICKNESS

& FIN. FLOOR ELEV.SEE FOUNDATION PLAN FOR TOP OF FTG. ELEV.FLASHING#4 @48" O.C. ALTERNATE - GROUT REINF. CELLSHOR"IZ. JOINT REINF. @ 16" O.C.FINISH GRADE HEIGHTVARIES1/2" PREMOLDED JOINT FILLEREXTRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAMSTEP FTG., SEE DETAIL

Samples from


CONCRETE BLOCK FOUNDATION WALLS CONCRETE BLOCK FOUNDATION WALLS


CONCRETE BLOCK FOUNDATION WALLSDesign limits of unit masonry wall types, thickness and heights are strictlylimited by most building codes, so consult your local code for the last wordon preliminary design assumptions and final design.Unless specially engineered, concrete block foundation walls should belimited to small, one-story residential or utility buildings.[Q

j lCONC. BLOCKFOUNDATION WALL

1 Story

bCONC. BLOCKFOUNDATION WALL

1 Story

II~,j~

CONC. BLOCKFOUNDATION WALL

1 Story

CONC. BLOCKFOUNDATION WALL

1 Story


MUDSILL WI LEVELING GROUTANCHOR BOLTSLEDGERANCHOR FOR LEDGERGROUTED CONCRETE BLOCKFOUNDATION WALL REINFORCINGCONCRETE FOOTING WIGROUT KEYCONCRETE FOOTING REINFORCING BARSINSULATIONTERMITE SHIELDCRAWLSPACERODENT BARRIERVAPOR BARRIER WI SAND COVERGRADEDRAINAGE

8" CONCRETE BLOCKCONC. SLABSEE FOUNDATION PLAN FOR SLAB THICKNESS

& FIN. FLOOR ELEV.SEE FOUNDATION PLAN FOR TOP OF FTG. ELEV.FLASHING#4 @ 48" O.C. ALTERNATE - GROUT REINF. CELLSHoRIZ. JOINT REINF. @ 16" O.C.FINISH GRADE HEIGHTVARIES1/2" PREMOLDED JOINT FILLEREXTRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAM

Samples from


CONCRETE BLOCK FOUNDATION WALLS CONCRETE BLOCK FOUNDATION WALLS


CONCRETE BLOCK FOUNDATION WALLSDesign limits of unit masonry wall types, thickness and heights are strictlylimited by most building codes, so consult your local code for the last wordon preliminary design assumptions and final design.Unless specially engineered, concrete block foundation walls should be limitedto small, one-story residential or utility buildings.

UCONC. BLOCK FOUNDATION WALL2 Story

jCONCt-,=BC-CLO=-CC=-CKc--

FOUNDATION WALL2 Story

~ ,--------<,

~CONC. BLOCK FOUNDATIONWALL

2 Story

~CONC. BLOCKFOUNDATION WALL

2 Story

CONC. BLOCK FOUNDATION WALL

Basement


MUDSILL WI LEVELING GROUTANCHOR BOLTSLEDGERANCHOR FOR LEDGERGROUTED CONCRETE BLOCKFOUNDATION WALL REINFORCINGCONCRETE FOOTING WIGROUT KEYCONCRETE FOOTING REINFORCING BARSINSULATIONTERMITE SHIELDCRAWLSPACERODENT BARRIERVAPOR BARRIER WISAND COVERGRADEDRAINAGE

8" CONCRETE BLOCK12" CONCRETE BLOCKCONC. SLABSEE FOUNDATION PLAN FOR SLAB THICKNESS

& FIN. FLOOR ELEV.SEE FOUNDATION PLAN FOR TOP OF FTG. ELEV.FLASHING#4 @48" O.C. ALTERNATE - GROUT REINF. CELLSHOR"IZ. JOINT REINF. @ 16" O.C.FINISH GRADE HEIGHTVARIES1/2" PREMOLDED JOINT FILLEREXTRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAM

Samples from


CONCRETE BLOCK WALLS CONCRETE BLOCK WALLS

/f;/

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VERTICAL SECTION(8" HMU WALL)

/f;/

- ,------

LINTEL (8" HMU WALL)

LINTEL (8"HMU WALL)




Design limits of wall types, thickness and heights are strictlylimited by most bUildin~ codes, so consult your local code forthe last word on preliminary design assumptions and final design.



MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSfTRACKSIWALL MOUNTED FIXTURESTHRU-WALL SLEEVESFLASHINGIWATERPROOFING/CAULKINGINTERIOR FURRING/FINISHDOORIWINDOW/LOUVER FRAMELINTEL

8" CONCRETE BLOCK, GROUT CORES FULL &BREAK OUT WEB AS REO'D. FOR #4 BAR VERT.

8" LINTEL BLOCKCONC. BLOCKFLASHINGSEALANTCAULK#4 (02 48" O.C. ALTERNATE - GROUT REINF. CELLS#4 'VERT. REINFORCEMENT (02 2'-0" O.C.HORIZ. JOINT REINF. (02 16" <J.C.1/2" PREMOLDED JOiNt FILLEREXrRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAM W/#5 CONT. @ 32" O.C.#4 CONT. IN BOND BEAMSASH BLOCK - EACH SIDE16 GA. STEEL MESH EVERY OTHER COURSE

((02 masonry interior partition joint)INSOlATIONDISCONTINUE MASONRY REINF. @ CONTROL JOINTEXPANSION SHIELD

Samples from


CONCRETE BLOCK WALLS

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Design limits of wall types, thickness and heights are strictlylimited by most buildinQ codes, so consult your local code furthe last word on preliminary design assumptions and final design.

Also, see literature from the National Concrete Masonry Association,the Brick Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and construction

application information.



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VERTICAL SECTION (6" HMU WALL)

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VERTICAL SECTION (10" HMU WALL)


MASONRY UNIT TYPE & SIZEMORTAR JOINT TYPE & SIZEREINFORCINGHOOKSfTRACKSIWALL-MOUNTED FIXTURESTHRU-WALL SLEEVESFLASHINGIWATERPROOFING/CAULKINGINTERIOR FURRING/FINISHDOORIWINDOWILOUVER FRAMELINTEL8" CONCRETE BLOCK, GROUT CORES FULL &

BREAK OUT WEB AS REO'D. FOR #4 BAR VERT.8" LINTEL BLOCKCONC. BLOCKFLASHINGSEALANTCAULK#4 lBl 48" O.C. ALTERNATE - GROUT REINF. CELLS#4 \7ERT. REINFORCEMENT @ 2'-0" O.C.HORIZ. JOINT REINF. lBl 16" O:C.1/2" PREMOLDED JOINi FILLEREXTRUDED CONTROL JOINT FILLERFACE BRICK1" PERIMETER INSULATIONBOND BEAM W/#5 CONT. @ 32" O.C.#4 CONT. IN BOND BEAMSASH BLOCK - EACH SIDE16 GA. STEEL MESH EVERY OTHER COURSE

(lBl masonry interior partition joint)INSOlATIONDISCONTINUE MASONRY REINF. @ CONTROL JOINTEXPANSION SHIELD

4"CMU6"CMU8"CMU12"CMU8" CMU, GROUT CORES FULL & BREAK OUT WEB

AS REO'D. FOR #4 BAR VERT8" LINTEL BLOCKCONC. BLOCKSEE FOUNDATION PLAN FOR SLAB THICKNESS

& FIN. FLOOR ELEV.FLASHINGSEALANT#4 lBl 48" O.C. ALTERNATE - GROUT REINF. CELLSHORIZ. JOINT REINF. lBl 16" O.C.1/2" PREMOLDED JOINi FILLERFACE BRICK1" PERIMETER INSULATION

~~g~f.~~~~bCB~l@ 32" O.C.EXTRUDED CONTROL JOINT FILLERSASH BLOCK - EACH SIDE16 GA. STEEL MESH EVERY OTHER COURSE

(@ masonry interior partition joint)CA(J[KSEMI-RIGID INSULATION

DISCONTINUE MASONRY REINF. @ CONTROLJOINTEXPANSION SHIELD#4 VERT. @ 2'-0" O.C., GROUT CELLS WHERE

REBARl>CCURS#4 DOWEL lBl 2'-0" O.C. W/4" HOOK@ BOnOM#4 VERT. REINFORCEMENT lBl 2'-0" O.C.METAL CLOSURE REO'D. @ EXPOSED DECK ONLYSTUFF CAP W/ FIBERGLASS BLANKET INSUL.

Samples from


CONCRETE CURBS CONCRETE CURBS

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CONCRETE CURBS_Street curbs must usually follow local road department design standards_Exposed edges can be chamfered, tooled, or have a 1/2" to 1" radius_Reinforcing:

_Precast concrete curbs may have dowel pins and holes at alternate ends_2-#4 bars, one top and one bottom (continuous is common)_May have trJ ties or stirrups at 32" to 36" O.c._2 bars at the bottom of the footing may be needed

Bars should have 2" cover=When curb is continuous wlwalk, woven wire mesh (WWM) may be turned down into curb_Curb depth below grade varies from 12" to 24"

Curb width varies from 5" to 7"=Compact the subgrade_Provide ample subgrade drainage

_Expansion Joints:_Two types needed:

Joints in the curb itself=Joints between curb and adjacent sidewalk_Curb joints should occur at approximately 15' intervals and at all comers_Provide 1/4" radius at edge of joints

Joint materials:- _1/2" preformed expansion joint, held down 1" for sealant on top

_Heartwood redwood filler strip pour joint

CONC. SIDEWALKCRUSHED AGGREGATE BASE6" X 6" -10 GAGE WIRE MESHCAULKJOINT SEALEREXPANSION JOINT1/2" EXPANSION JOINT MATERIALBITUMINOUS EXP. JOINT FILLERRADIUS3-#4 BARS CONT.2-#5 REBARS CONT.BITUMINOUS PAVINGCOMPACTED GRANULAR BASE COURSECOMPACTED SUBGRADE OR STRUCTURALBACKFILL2" DIA. DRAIN PIPE THRU CURB

NOTATION CHECKLIST,SAMPLE NOTESCURB (TYPE & MATERIAL)REINFORCINGFINISH GRADE/PAVEMENTCURB SLOPEIRADII/CAMFERPAVEMENT SLOPEAGGREGATE BASECOMPACTED SUBGRADE~1~~J~g~~~ANSIONJOINTS (TYPE & SPACING)

TOP OF CURBPAVEMENTCONCRETE3/4" RADIUS ON ALL EXPOSED EDGES1/2" RADIUS EDGECONCRETEREBARS, CONT. TOP &BOTTOM; 2" MIN. COVER

CONCRETE CURB

CONCRETE CURB +-------+n

o CRETE CURB

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[ITCONCRETE CURB

CONCRETE CURB CONCRETE CURB

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CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

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CONCRETE CURBS_Street curbs must usually follow local road department design standards

EX{losed edges can be chamfered, tooled, or have a 1/2" to 1" radius-Reinforcing:- Precast concrete curbs may have dowel pins and holes at alternate ends

-_2-414 bars, one top and one bottom (continuous is common)May have #3 ties or stirrups at 32"10 36" O.c,

=2 bars at the bottom of the footing may be neededBars should have 2" cover

_Wh9ffcurb is continuous w/walk, woven wire mesh rNWM) may be turned down into curbCurb depth below grade varies from 12" to 24"

-Curb widths va~.5" to 7"-Compact the su rade-Provide ample su grade drainage-Expansion Joints:- _Two types needed:

Joints in the curb itself=Joints between curb and adjacent sidewalk_Curb joints should occur at approximately 15' intervals and at all corners_Provide 1/4" radius at edge of jointsJoint materials:

- _1/2" preformed expansion joint, held down 1" for sealant on top_Heartwood redwood filler strip pour joint

CONCRETE CURB & GUTTERMinimum gutter slope toward curb is 1-2

-Radius at curb nose and gutter can be 1" to 3"-Space curb/gutter expansion j'Oints no more than 30' apart=An expansion joint or key is a so needed where gutter meets paving

Recommended reinforcing is 2 to 4 bars, #4 or #5-Compact the sUbgrade=Provlde ample sUDgrade drainage

CONCRETE CURB & GUTTER

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,"-r=uCONCRETE CURB & WALK

CONCRETE CURB & WALK

CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER

CURB (TYPE & MATERIAL)REINFORCINGFINISH GRADE/PAVEMENTCURB SLOPE/RADII/CAMFERPAVEMENT SLOPEAGGREGATE BASECOMPACTED SUBGRADE~1~~J~g~EB~ANSION JOINTS (TYPE & SPACING)

TOP OF CURBPAVEMENTCONCRETE3/4" RADIUS ON ALL EXPOSED EDGES1/2" RADIUS EDGECONCRETEREBARS, CONT. TOP & BOTTOM, 2" MIN. COVERCONC. SIDEWALKCRUSHED AGGREGATE BASE6" X 6" - #10 GAUGE WIRE MESH

CAULKJOINT SEALEREXPANSION JOINT1/2" EXPANSION JOINT MATERIALBITUMINOUS EXP. JOINT FILLERRADIUS3-414 BARS CONT.2-#5 REBARS CONT.BITUMINOUS PAVINGCOMPACTED GRANULAR BASE COURSECOMPACTED SUBGRADE OR STRUCTURAL BACKFILL

Samples from



CONCRETE CURB &GUTTER Iowa Curb

CONCRETE CURB &GUTTER Rolled Curb


CONCRETE CURBS_Street curbs must usually follow local road department design standards_Exposed edges can be chamfered, tooled, or have a 1/2" to 1" radius_Reinforcing:

_Precast concrete curbs may have dowel pins and holes at alternate ends_2-#4 bars, one top and one bottom (continuous is common)_May have #3 ties or stirrups at 32" to 36" o.c._2 bars at the bottom of the footing may be needed_Bars should have 2" cover_When curb is continuous w/walk, woven wire mesh (WWM) may be turned down into curb_Curb depth below grade varies from 12" to 24"

Curb width varies from 5" to 7"=Compact the subgrade_Provide ample subgrade drainage


Joints in the curb itself=Provide 1/4" radius at edge of joints_Joints between curb and adjacent sidewalk_Curb joints should occur at approximately 15' intervals and at all corners

_Joint materials:_1/2" preformed expansion joint, held down 1" for sealant on top_Heartwood redwood filler strip pour joint

CONCRETE CURB &GUTTER W/Swaie

IIDROPPED CONCRETE CURB &RAMP

CONCRETE CURB &GUnERMinimum gutter slope toward curb is 1-2

_RaCius at curt> nose and Qutter can be 1" to 3"Space curb/gutter expansion j'Oints no more than 30' apart

=An expansion joint or key is a so needed where gutter meets pavingRecommended reinforcing is 2 to 4 bars, #4 or #5

-Compact the subgrade=Provlde ample subgrade drainage

CONCRETE PAVINGRecommended thicknesses for concrete slabs are:

- _4" for walks, patios, and drives_5" to 6" for roads, public sidewalks, and areas with heavy vehicular traffic_Pour slab over a gravel base 4" to 8" thick, depending on thickness of concrete and nature of soil_Slope surface of slab 2 or 1/4" per lin. foot minimum

Surface treatments:-_To reduce slipperiness:

_Broom finish_Spread abrasive grains on wet concrete

_To achieve exposed aggregate surface:Sandblast

=Finish top slab with light water spray before curing and brushing_Reinforce slab with 4x4x4/4 or 6x6x1 0/1 0 woven wire mesh (WWM)_Provide 2" cover over the reinforcing

_Expansion Joints:_Placement varies with climate_Average 30' o.c, in walks_15' to 20' squares in larger areas of concrete_Dowelling1/2" to 1" diameter dowel in sleeve, graphite coated; 12" to 24" long, 12" to 36" o.c._Gap in slab filled with premolded or poured joint filler

Control Joints:- Can be tooled or saw cut

=1/8" thick nonferrous strip, or poured joint filler_Joint must be 1/4th of the depth of the slab to be effective_Edges of slab at joint should have1/8" radius_Joints may be dowelled (as above), without sleeve

COllCURB& RAMP

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STEEL FACEDCONCRETE CURB

NOTATION CHECKLIST,SAMPLE NOTESCURB (TYPE & MATERIAL)REINFORCINGFINISH GRADE/PAVEMENTCURB SLOPE/RADII/CAMFERPAVEMENT SLOPEAGGREGATE BASECOMPACTED SUBGRADE~~~J"~g~~~ANSION JOINTS (TYPE & SPACING)

TOP OF CURBPAVEMENTCONCRETE3/4" RADIUS ON ALL EXPOSED EDGES1/2" RADIUS EDGECONCRETE

~6~~~~h~~~Ii..~OP& BOnOM, @" MIN. COVER

CRUSHED AGGREGATE BASE6" X 6" - #10 GAUGE WIRE MESHCAULKJOINT SEALEREXPANSION JOINT1/2" EXPANSION JOINT MATERIALBITUMINOUS EXP, JOINT FILLERRADIUS3-#4 BARS CONT2-#5 REBARS CONT.BITUMINOUS PAVINGCOMPACTED GRANULAR BASE COURSECOMPACTED SUBGRADE OR STRUCTURALBACKFILL2" DIA. DRAIN PIPE THRU CURB

Samples from



CRUSHED AGGREGATE BASE6" X 6" - 10 GAUGE WIRE MESHCAULKJOINT SEALEREXPANSION JOINT1/2" EXPANSION JOINT MATERIALBITUMINOUS EXP. JOINT FILLERRADIUS3 - #4 BARS CONT.2 - #5 REBARS CONT.BITUMINOUS PAVINGCOMPACTED GRANULAR BASE COURSECOMPACTED SUBGRADE OR STRUCTURALBACKFILL2" DIA. DRAIN PIPE THRU CURB

NOTATION CHECKLIST,SAMPLE NOTESCURB (TYPE & MATERIAL)REINFORCINGFINISH GRADE/PAVEMENTCURB SLOPE/RADIlICAMFERPAVEMENT SLOPEAGGREGATE BASECOMPACTED SUBGRADECONTROUEXPANSION JOINTS (TYPE & SPACING)

FINISH GRADETOP OF CURBPAVEMENTCONCRETE3/4" RADIUS ON ALL EXPOSED EDGES1/2" RADIUS EDGECONCRETEREBARS, CONT. TOP & BOTTOM, 2" MIN. COVERCONC. SIDEWALK

-


CONCRETE CURBS

P_Street curbs must usually follow local road department design standards_Exposed edges can be chamfered, tooled, or have a 1/2" to 1" radius_Reinforcing:

-+--f--- ---- _Precast concrete curbs may have dowel pins and holes at alternate ends_2-#4 bars, one top and one bottom (continuous is common)_May have #3 ties or stirrups at 32" to 36" o.C._2 bars at the bottom of the footing may be needed

Bars should have 2" cover_When curb is continuous wlwalk, woven wire mesh (WWM) may be turned down into curb

_Curb depth below grade varies from 12" to 24"Curb width varies from 5" to 7"

-Compact the subgrade_Provide ample subgrade drainage


Joints in the curb itselfJoints between curb and adjacent sidewalk

_Curb joints should occur at approximately 15' intervals and at all comers_Provide 1/4" radius at edge of jointsJoint materials:

- _1/2" preformed expansion joint, held down 1" for sealant on top_Heartwood redwood filler strip pour joint

PRECAST CONCRETE CURB

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Samples from


CONCRETE FOOTINGS CONCRETE FOOTINGS

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CONCRETE FOOTING1-Story


tLYINTERIOR CONCRETE FOOTING2-Story



2 X STUDS @ "D.C.2X PLATESUBFLOOR

~ ~ ~e6ffifJOl~W~ "O.C.MUDSILL W/ LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER W/ SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

2" RIGID INSUL.(@foundalion wall/grade beam)DAMPROOFING (@foundalion wall/grade beam)#15 FELT gover tin surrounding drainl:ile)4" D IN ILE SLOPE1/8" PER 12"POR~S RANULAR FILL (typ. min.: 12" above,

6" below, &6" on sides of crain lile)6" COMPACTED EARTH FILLBACKFILLFINISH GRADE ELEV.FINISH FLOOR ELEV.

8~8~~~1#4 REBARS @12"O.C. EA. WAY1/4" LEVELING PLATE ON

3/4" NON-SHRINK GROUT3/4" DIA. ANCHOR BOLTS 14" LONG#'f"fll&tr~~OLTS 10" LONG

2X4KEYWAYPEDESTALBOnOM OF FOOTING ELEV.COLUMN CENTER LINECONCRETE PIER4 X 4 POST OR 4 X 8 BEAM ON COL. BASE


CONC. FOOTING W/GIRDER POCKETf Story

Samples from



2" RIGID INSUL.(!OUndatiOn walilgrade beam lDAMPROOFING oundation waliTgrade beam#15 FELT (over fi surrounding drain tile~MIN #12 RAG ROOFING FELnover fill drain)4" PERFERATED PIPE, 1/8" P~R FOO

4" ~l~~Q~JEhrp~Th/ii"f,g~P!,YLlGHTPOUROUS ~RANULAR FILL «Yo. min.: 12" above,

6" below, & 6" on sides of crain tile)6" COMPACTED EARTH FILLBACKFILLFINISH GRADE ELEV.FINISH FLOOR ELEV.

8~8~/#4@12"O.C. EA. WAY1/4" LEVELING PLATE ON

BASftp~-rt~~3~~IATE, SEE SCHED.i¥.t"~ ~f(W2J.H!0LTS 14" LONG

#4 CONT.2X4KEYWAYPEDESTAL

~82it~?$lOO~~o~'MARK I SEESCHED FOR SIZE & REINF.

COLUMN CENTER LINECONCRETE PIER4 X 4 POST OR 4 X 8 BEAM ON COL. BASE


FOP-T~NG~WITlE! SLAB FLOORS- -s -r~~-p~~~s~em with foundation poured first and the slab afterward

-Place joints at intersections between floor and wall planelrilerior bearing footings

- Depth should match exterior footings-Avoid unbalanced, concentrated inferiorlexterior wall loads on soil

lrilerior nonbearing footings- Carry only theloads 01 walls above

=Minimum thickness as required to accommodate anchor bolt--3" to 4"

cover each side

NOTATION CHECKLIST,SAMPLE NOTES2 X STUDS @ "O.C.2 X PLATESUBFLOOR

~ ~ ~e6ffif.J61~W~ "O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARS

~bFJtl?~~~POOJ~ORREINF.6" COMPACTED FILL6" MIN. GRAVELREINFORCING BARSCONT. ANGLES EMBEDDED IN SLAB

WIANCHORSVAPOR BARRIERNEW COMPACTED FILL

3: 88~8: ~~~,~~W6UWa~-rto\fHl~N#3ti9~~F.#4 ~ 16" O.C. EACH WAYFORMED METAL KEYED JOINTM~~tfiR~EYO.C.1/8" SAWED JOINT, FILL WI JOINT FILLER1/4" X 1/4" SAWED EXP. CONTRACTION JOINT1/2" ISOLATION JOINT WI SEALERYfo~~~~;)&lIWFILLERFINISH FLOOR1/2" PREMOLDED FILLER & SEALANTSEALANTCONTROL JOINT OR CONSTRUCTION JOINT2 X 4 SOLE ON 30# FELT

CONCRETE FOOTINGWISLAB 1 Story

CONCRETE FOOTINGWI SLAB 1 Story

CONCRETE FOOTING WISLAB 1 Story


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Samples from



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DETAIL DATA CHECKLISTFQOTJNG~WITH SLAB FLOORS

-T-sflapeu system- Two-pour system with foundation poured first and the slab afterward

-Place joints at intersections between floor and wall planeffifurior bearing footings

- Depth should matcll exterior footings-Avoid unbalanced, concentrated inferior/exterior wall loads on soilffifurior nonbearing fOotings

- Carry only the roads ofwalls above=Minimum thickness as required to accommodate anchor bolt--3" to 4"

cover each side

NOTATION CHECKLIST2 X STUDS @ "D.C.2X PLATESUBFLOOR

~*~ebffifJ6l~~@ "O.C.MUDSILL W/ LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER W/ SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

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NOTATION CHECKLIST2 X STUDS @ "D.C.2X PLATESUBFLOOR

~ ~ ~ebffifJOl~~~ "O.C.MUDSILL W/ LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER W/ SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH


FQOT!NG~WITH SLAB FLOORS-T-s"apeu sysfem

- Two-pour system with foundation poured first and the slabaft~ce jo.ints at i!1tersections between floor and wall plane

beanng footings- _Depth should mafch exterior footings

Avoid unbalanced, concentrated inferior/exterior wall loads on soilInIenor nonbearing footings

- Cai!Y only the loads of walls above=Minimum thickness as required to accommodate anchor bolt--3"

to 4" cover each side

LJCONCRETEFOOTING & SLAB1 Story

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LJCONCRETE FOOTING &SLAB 1 Story

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LJCONCRETE FOOTING &SLAB 1 Story

CONCRETE FOOTING &SLAB 2 Story

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CONCRETE FOOTING &SLAB 2 Story

CONCRETE FOOTING& SLAB 2 Story

Samples from



VAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

NOTATION CHECKLIST2 X STUDS @ ·O.C.2X PLATESUBFLOOR

~*~Pb&J01~~~ ·O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIER

'--r---:.--",,3


CONCRETE FOOTINGW/SLAB 1 Story



Samples from



CONC~INGW/SLAB 2 Story

tLJ-1CONCRETE FOOTING

W/SLAB 2 Story

NOTATION CHECKLIST

2 x STUDS @ ·O.C.2 X PLATESUBFLOOR

~*~eaffif~~~~ ·O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE-CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIER

VAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

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CONC. FOOTING & SLABGarage 1 Story

CONC. FOOTINGW/SLAB Garage 1 Story

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CONC.GFOOTING & SLABarage 1 Story

CONC. FOOTING & SLABGarage 2 Story

Samples from


CONCRETE FOOTINGS

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CONC. FOOTING W/SLABGarage 2 Story

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-----+UCONC. FOOTING/SLABWI APRON Garage

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J_CONC. FOOTING/SLABW/APRON Garage

CONCRETE FOOTINGS


G\%~~,n,~~stead of 4"-Slope slab to garage door and apron or to floor drain-Slope apron sTab 1" to 3" to driveway

Separate apron from driveway slab with 1/2" construction joint

NOTATION CHECKLIST,SAMPLE NOTES2 X STUDS @ "O.C.2X PLATESUBFLOOR

~*~eb8kBJ61~~~ "O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARS

~1~tGl~IYM1Lj~ffi~~Ja't\on wailigrade beam)DAMPROOFING foundation wallTgrade beam)#15 FELT (over fiI surrounding drain tile)4" DRAIN riLE SLOPE1/8" PER 12"POROUS GRANULAR FILL (typ. min.: 12" above,

6" below, & 6" on sides of crain tile)6" COMPACTED EARTH FILLBACKFILLFINISH GRADE ELEV.FINISH FLOOR ELEV.

800B~~~/#4 REBARS @12"0.C. EA. WAY1/4" LEVELING PLATE ON

3/4" NON-SHRINK GROUT~"-R~ ~ttW2lb':~OLTS 14" LONG1/2" DIA. ANCHOR BOLTS 10" LONG2X4 KEYWAYPEDESTALBOTTOM OF FOOTING ELEV.COLUMN CENTER LINECONCRETE PIER

~6t1cf.~tl~~~~~~%~~.BASE6" COMPACTED FILL6" MIN. GRAVELREINFORCING BARSCONT. ANGLES EMBEDDED IN SLAB WI ANCHORSVAPOR BARRIERNEW COMPACTED FILL

~;88~;'J~~R~~~c5U~~¥-Y~ PLAN FOR REINF.

#4 ~ 16" O.C. EACH WAYFORMED METAL KEYED JOINT

baJJ~~~Y O.C.1/8" SAWED J~NT, FILL WI JOINT FILLER1/4" X 1/4" SAWED EXP. CONTRACTION JOINT.1/2" ISOLATION JOINT WI SEALER1/2" PREFORMED EXP. JOINT FILLER~~~§~a'~~N~~Cillt~f~UCTION JOINTFINISH FLOORSEALANT2 X 4 SOLE ON 30# FELTSLOPE APRON TO DRAIN AT SIDE

Samples from



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------"

BonOM OF FOOTING EL.COLUMN CENTER LINECONCRETE PIER

Mt1cf.~El~MMJ.~~~~~.BASE6" COMPACTED FILL6" MIN. GRAVELREINFORCING BARSCONT. ANGLES EMBEDDED IN SLAB WI ANCHORSVAPOR BARRIERNEW COMPACTED FILL

~: 88~8: §~R~~Wc3U2~¥¥& PLAN FOR REINF.»3@12 D.C.#4 @ 16" O.C. EACH WAYFORMED METAL KEYED JOINTb~~~Y O.C.1/8" SAWED JOiNT, FILL WI JOINT FILLER1/4" X 1/4" SAWED EXP. CONTRACTION JOINT.1/2" ISOLATION JOINT WI SEALERCONTROL JOINT OR CONSTRUCTION JOINTS'fO~~~~t.1@r5BI~f.EALANTFINISH FLOORSEALANT2 X4 SOLE ON 30# FELTSLOPE APRON TO DRAIN AT SIDE


G~r~' ifj,tgfnstead of 4"-Slope slab to garage door and apron or to floor drain-Slope apron sTab 1" to 3" to driveway=Separate apron from driveway slab with 1/2" construction joint

NOTATION CHECKLIST,SAMPLE NOTES2 X STUDS @ "O.C.2X PLATESUBFLOOR

~*~ffil5kB.It5l~~ "O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENTB IERVAPOR BA WI SAND COVERFOOTING D TILECONCRETEWELDED ESH REINFORCINGWATERP EMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH2" RIGID INSUL.(@foundation walilgrade beam)DAMPROOFING (@foundation walilgrade beam)#15 FELT (overfill surrounding drain tile)4" DRAIN riLE SLOPE1/8" PER 12"POROUS GRANULAR FILL Oyp. min.: 12" above,

6" below, & 6" on sides of arain tile)6" COMPACTED EARTH FILLBACKFILLFINISH GRADE ELEV.FINISH FLOOR ELEV.

8ooeE~~1#4 REBARS @12"O.C. EA. WAY1/4" LEVELING PLATE ON

3/4" NON-SHRINK GROUT3/4" DIA ANCHOR BOLTS 14" LONGJB"f11!s~W~OLTS 10" LONG

2X4KEYWAYPEDESTAL

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CONCRETE FOOTINGS W/BRICK VENEER CONCRETE FOOTINGS WI BRICK VENEER

DETAIL DATA CHECKLISTFOOTINGS WITH MASONRY WALLS

Considerations for developing a footing for a masonry wall:- Weight being supported

-Soil condition_Two withe of bricks with solid grout in between rest on footing or on wall_Use a key, or notched area at top of footing, to secure masonry wall

Jill." l1 I ~

CONC. FOOTINGW/BRICK VENEER 1-Story

2" RIGID INSUL.(@foundalion walilgrade beam)DAMPROOFING (@foundation walilgrade beam)#15 FELT (over fill surrounding drain tile)4" PERFORATED PIPE, 1/8" PER FOOl

4" M!t:ll~l,Q~JEh~~Thli"f,~~p~YLlGHTPOROUS G'RANULAR FILL (WP. min.: 12" above,

6" below, & 6" on sides of lIrain tile)6" CTED EARTH FILLBFI RADE ELEV.FI FLOOR ELEV.B M OF FOOTING ELEV.

8~e~~~/#4@12"O.C. EA. WAY1/4" LEVELING PLATE ON

BA~ft'P~*~rn%~8~IATE, SEE SCHED.~.rfNfs ~.f{j;!«f.HlOLTS 14" LONG

#4 CONT.2X4KEYWAYPEDESTALCOLUMN CENTER LINECONCRETE PIER

M~cf.CS~~MtFU.WW>~~~~.BASE6" COMPACTED FILL6" MIN. GRAVELREINFORCING BARSCONT. ANGLES EMBEDDED IN SLAB WI ANCHORSVAPOR BARRIERNEW COMPACTED FILL

3: 88~8: ~~,~~Wcft]~~¥t~ PLAN FOR

#3 ~~I~,FO.C.#4 c!y 16" O.C. EACH WAYFORMED METAL KEYED JOINT

b~~~Y O.C.1/8" SAWED JOiNT, FILL WI JOINT FILLER1/4" X 1/4" SAWED EXP. CONTRACTION JOINT.1/2" ISOLATION JOINT WI SEALER1/2" PREFORMED EXP. JOINT FILLER1/2" PREMOLDED FILLER & SEALANT~8IJ~'2ks~~J;lI~:~~Cili1~f~UCTIONJOINTFINISH FLOORSEALANT2 X4 SOLE ON 30# FELT


2 X STUDS @ "D.C.2X PLATESUBFLOOR

~*~PoffifJ8~~~ "O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSREINF CING BARSEXT FINISH GRADEINT FINISH GRADE-CRAWL SPACEINS NTERMITE SHIELDRODENT BARRIERVAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

4" CONCRETE BLOCK.4" LIGHTWEIGHT CONC. BLOCKFACE BRICKBRICK VENEER WI METAL TIES TO STUDWALLWEEP HOLESCONT. SEALANT4" STARTER COURSECONT. FLASHINGFABRIC FLASHING SET IN REGLETGROUTSHIM5" X 3" X 1/4" CONT. SHELF ANGLESTEEL LINTEL ELEV.

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CONC. FOOTINGW/BRICK VENEER 2-Story

CONC. FOOTING/SLABW/BRICK VENEER 2-Story

CONC. FOOTING/SLABW/BRICK VENEER 1-Story

Samples from


CONCRETE FOUNDATION WALLS CONCRETE FOUNDATION WALLS

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CONC. FOUNDATION WALL CONC. FOUNDATION WALLBasement BasemenUSlab 1st. FI.

NOTATION CHECKLIST,SAMPLE NOTES2 X STUDS @ "O.C.2 X PLATESUBFLOOR

~*~mffif.h5l~~ "O.C.MUDSILL WI LEVELING GROUTANCHOR BOLTSCONCRETE FOUNDATION WALLNAILERCONSTRUCTION JOINTSTEEL DOWELSWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDCONCRETE FOOTINGCONCRETE FOOTING REINFORCINGBARSFILLED & TAMPED EARTHVAPOR BARRIER WISAND COVERFOOTING DRAIN TILE

2" RIGID INSUL.(~fOundationwall)DAMPROOFING foundation wan)#15 FELT (over til surrounding drain tile)

~:: b~F~-\t~E~CcJ~~~M~'~~~~~90rMIN. SLOPEPOROUS GRANULAR FILL6" COMPACTED EARTH FILLBACKFILLFINISH GRADE ELEV.

~&~ ~T8~!f'R'f:BARS @ 12"O.C. EA. WAY.2X4KEYWAY

~86-mS~?KtOO~~a~iXARKI SEE

#5 t~~8:c.%W~ & REINF.#5 7" O.C. VERT. EXTEND THRU PIERSPR IDE CORNER BARS @ ALL EXT. & INT.CORNERSCONCRETE FOUNDATION WALLDBL. 2 X 6 TOP PLATE

~\1'd\~~~~8¥l'%P~~~~~8~M8j&r-ttSEE SPECS FOR WATERPROOFING

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CONCRETE GRADE BEAMSCONCRETE GRADE BEAMS

DETAIL DATA CHECKLISTGRADE BEAMS_Use to bridge piles or piers and/or transfer loads on slopes to stable support system_Grade beams are typically cast in place in grade and supported by pilings that rest on stable soil_Grade beam sizes and spans are determined by structural engineering as per soil conditions and weight of

Fstructure d h d' f 'I' d . d b I" '1_ requency, ept an size 0 pllngs are etermlne y structura englneenng as per SOl

conditions and weight of structure

FOOTINGS AND GRADE BEAMS .---=Note elevation points ofbotlbms & tops of foollngs

Note elevation p'oinls and identification of existing grade, finish grade, and compacted grade-Note reference to foundation plan for footing an<rgrade elevatiolls-Show cripple wall/floor joist framing-Redwood or pressure treated wood mudsill: 2x4, 2x6typical sizes-Use non-shrink grout atop foundation wall to level the wood mudsill-Mudsill anchor liolts

Cast-in-place bolts, 1/2" diameter, 10" long @ 6' o.c., starting 1/2" from comers_Space bolts so they don't occur under joists or wall studs_Power driven bolls or anchors are sometimes used at spacings such as 32" o.c. or 48' o.c._Redwood or pressure-treated ledgers @ foundation walls_Post to girder connections

CONCRETE GRADE _Metal post straps, T strap ties, and plywood gussets are typicalBEAM @ PIER _See local code for span/spacing tables and nailing schedule

_Floor joisls, joist hangers, subfloor_Double floor joists, header joists_Usually included atthru-f1oor openings_Under parallel partitions

At bathtubs and other concentrated loads=Flashing_Use as protective covering to prevent water entry

Use to channel rain water that enters back to the oulside=Use as a barrier between dissimilar materials that may corrode each other_Building paper f1ashing--15# typical_Metal Flashing--No. 26 gauge galvanized sheet metal typical; affords protection while being easy to cut

and form on the jobsite_Reinforcing bars_#4 bars, continuous, centered within 4" of the top and bottom of the footing are typical_Minimum clearance from reinforcing bars to outside surface of concrete is 3" but 4" is preferred

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LJCONCRETEGRADE BEAM


~~Psrti~@f "O.C.2 X MUD SILL W/ LEVELING GROUTANCHOR BOLTSCONCRETE GRADE BEAMREINFORCING BARSINSULATIONFINISH GRADEEXISTING GRADECONCRETE PIER W/ STEEL DOWELTERMITE SHIELDCRAWLSPACERODENT BARRIERVAPOR BARRIER W/ SAND COVERDRAIN TILE

Samples from


CONCRETE PIERS CONCRETE PIERS


CONCRETE PIERW/FLOOR FRAMING

CONCRETE PIERS

Pier sizes:- _14"x14" typical for single-story residential work

_16"X16" typical for two-story_Pier typically with lower square base and upper truncated pyramid shape_Truncated portion usually precast_Base portion may be precast or poured on site below grade_If wood post exceeds 2' in height, lateral bracing may be needed_Redwood or pressure-treated wood cap atop pier:2x6x6 or 2x8x8 cap is typical as nailer_Redwood or pressure-treated wood post girder support: 6x6 or 8x8 is typical as per girder size_If using non-rot resistant wood posts, add non-corrosive metal barrier to protect base of post_Steel dowel at pier and post recommended where building subject to lateral loads_Post to girder connection: Metal post straps, T strap ties, and plywood gussets are typical_Girders provide intermediate supports to reduce span of floor joists_Girders typically supported by wood posts on concrete piers_Codes typically require wood girders to be minimum 12" above grade_Typical residential girder size is 4 x 6

NOTATION CHECKLIST,

SAMPLE NOTES2 X FLOOR JOISTS @ "O.C.

X GIRDERX POST

WOOD PIER CAPSTEEL DOWELCONCRETE PIERTERMITE SHIELDCRAWLSPACERODENT BARRIERVAPOR BARRIER WI SANDCOVERGRADESTEEL COLUMN1"GROUTBOTTOM/BASE PLATE ELEV.TOP CONC. ELEV.

~\~~Hs~~Os'b~~bD't.-EREBARS, FOR SIZE & NUMBER SEE SCHEDULE

b8~~&. ~~~ ~8~~B~t~BOTTOM/FOOTING ELEV., SEE SCHEDULEFOOTING SIZE VARIES: SEE PLAN

SEE SCHEDULE FOR SIZE,ANt~'8~~bi~s& REINF.TOP OF PIER ELEV.

r YCONCRETE PIERW/POST

CONCRETE PIERW/FLOOR FRAMING

CONCRETEPIERW/POST

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CONCRETEPIERW/POST

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CONCRETEPIER@SLAB

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CONCRETE SLABS ON GRADE

CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADET & G Joint Butt Jt.

CONCRETE SLABS ON GRADE


~q,tf~RJ'nT~JIIe'1~tn~9c?n1lNGSLight frame buildings typically have a 4" thick slab w/6"x6" #10 welded wire mesh

Jarger building slabs are 6" and thicker as required by floor loads and soil conditionsSlab sub-base

- _Typically 4" of crushed rock over undisturbed earth_Tamp or otherwise compact loose soil as per enginee~s recommendation

_Add a layer of polyethelene over the rock sub-base to prevent excessive loss of water from the slab concrete mix_Slab control joints

_Typically tool-cut to 1/3rd slab depth every 20' both ways to direct and control cracks_Provide control joints around piers and columns

_Slab construction joints_Typically required at 20' to 30' max. both ways and at intersections with other construction

_Doweled joints_For movement joints, use graphite or other lubrication at one end for a bond break that facilitates free expansion

~B~W6WJi~1o connect two different pours of concrete_Size and space dowels as per enginee~s recommendations_Put short rods into first slab and leave exposed for second adjacent pour

_Garage slabs5" or 6" thick instead of 4"

=Slope slab to garage door and apron or to floor drainSlope apron slab 1" to 3" to driveway

=Separafe apron from driveway slab with 1/2" construction joint

CONCRETE SLAB ON GRADEConstruction Joint

CONCRETE SLAB & FOOTING

CONCRETE SLAB ON GRADEControl Joint

CONCRETE SLAB ON GRADE


JOINT--CONTROUCONSTRUCTION/EXPANSIONCONCRETE SLABWELDED WIRE MESH REINFORCINGSTEEL DOWEL CONNECTORSWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDFILLED & TAMPED EARTH

CONC. SLAB, SEE PLAN FOR REINF.6" COMPACTED FILL6" MIN. GRAVELREINFORCING BARSCONT. ANGLES EMBEDDED IN SLAB WI ANCHORSVAPOR BARRIERNEW COMPACTED FILL

3:: 88~8: ~~,~~Wc3tl~~¥f~ PLAN FOR

irltllF12" O.C.#4 ~ 16" O.C. EACH WAYFORMED METAL KEYED JOINTM~~~Y O.C.1/8" SAWED JOiNT, FILL WI JOINT FILLER1/4" X 1/4" SAWED EXP. CONTRACTION JOINT.1/2" ISOLATION JOINT WI SEALER1/2" PREFORMED EXP. JOINT FILLER~H~\!~~S~~N~~C.RtI~f~UCTION JOINTFINISH FLOORSEALANT2 X4 SOLE ON 30# FELT

Samples from


CONCRETE STEPS CONCRETE STEPS

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CONCRETE OR BRICK STEPS ._""Sfopelreadsrt4" towarCl tlle front for drainage_Reinforce concrete steps with #3 or #4 bars @ 12" o.c. both ways_Reinforce nose with metal nosing_Treads should have a nonslip treatment (abrasive or broom finish)_Call out radius on the nose, if any (1/4" is common)_Call out finish for face of steps (i.e., stone rubbed)_Provide expansion joint between steps and adjacent walks (top and bottom of stairs)_Provide expansion joints at sides next to walls or building_No single riser allowed in any run of walkway or ramp (use 3 minimum risers in any group)_Provide handrail at every run of steps; 32" to 33" height or as required by code_Provide night lighting at public steps_Provide a ramp alternative near all changes in grade that require stairs

CONCRETE STEPS

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CONCRETE STEPS

NOTATION CHECKLIST,SAMPLE NOTESCONCRETE FINISHREINFORCINGSLOPE FOR DRAINAGEMETAL NOSINGFINISH GRADES/PAVINGHANDRAILHANDRAIL POST PIPESLEEVE/ANCHORAGGREGATE BASECOMPACTEDSUBGRADE

CONCRETE STEPS ForHandicapped (ANSI)

I l rCONCRETE STEPS ForHandicapped

Samples from


CONCRETE WALKS & PAVING CONCRETE WALKS &PAVING

JOINT SEALANT & JOINT FILLER ROD

~'2If).T(~)!J-to~ll&~~ 18" DOWEL BARS

~~P: 1s~~,s~L ONE END OF DOWELEXF~SIB~ JOiNT FILLER MATERIAL@ 16" O.C.

~~MOLDED EXPANSION JOINT @20'-0" O.C. TYP.PAVING BRICKS IN SETTING BED~~~'R.~&~~S INDICATED ON PLANS

VAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVEL

~~~~xHf~bOliRTH FILL AS REQ'D.COMPACTED SUBGRADE OR STRUCTURAL BACKFILL

NOTATION CHECKLIST,SAMPLE NOTESPAVING (TYPE, MATERIAL & FINISH)SLOPEREINFORCINGFINISH GRADEC~W~~'SfJAm~N JOINTSAGGREGATE BASECOMPACTEDSUBGRADEORIGINAL GRADEFINISH GRADE~~8~MJ.J74<;(~gl'r~c!l&r.EfWR FOR DRAINAGECONCRETE W. 6 X 6 - #10 GAUGE WIRE MESHREDWOOD HEARTWOOD JOINT FILLER STRIP1/2" EXPANSION JOINT


C~e~ffi;h1.r\te~l~fcknessesfor concrete slabs are:=4" for walks, patios, and drives_5" to 6" for roads, public sidewalks, and areas with heavy vehicular traffic_Pour slab over a gravel base 4" to 8" thick, depending on thickness of concrete and nature of soil_Slope surface of slab 2 or 1/4" per lin. foot minimum_Surface treatments:_To reduce slipperiness:

Broom finish=Spread abrasive grains on wet concrete_To achieve exposed aggregate surface:

Sandblast=Finish top slab with light water spray before curing and brushing_Reinforce slab with 4x4x4/4 or 6x6xl0/l0 woven wire mesh (WWM)_Provide 2" cover over the reinforcing_Expansion Joints:_Gap in slab filled with premolded or poured joint filler

Placement varies with climate=Average 30' o.c. in walks_15' to 20' squares in larger areas of concrete_Dowelling 1/2" to 1" diameter dowel in sleeve, graphite coated; 12" to 24" long, 12" to 36" o.c..

Control Joints:-Can be tooled or saw cut=1/8" thick nonferrous strip, or poured joint filler_Joint must be 1/4 of the depth of the slab to be effective_Edges of slab at joint should havel/8" radius_Joints may be dowelled (as above), without sleeve

CONCRETE & GUTTERS_Minimum gutter slope toward curb is 1 to 2_Radius at curb nose and gutter can be 1" to 3"_Space curb/gutter expansion joints no more than 30' apart_An expansion joint or key is also needed where gutter meets paving_Recommended reinforcing is 2 to 4 bars; #4 or #5_Compact the subgrade_Provide ample subgrade drainage

CONCRETEWALK/PAVING @

EDGE

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CONCRETE WALK/PAVINGExpansion Joint

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CONCRETEWALK/PAVING @

EDGE

CONCRETE WALK/PAVINGRedwood Joint

CONCRETE WALK/PAVING@ BLDG FOOTING

Samples from


CONCRETE WALKS & PAVING CONCRETE WALKS & PAVINGDETAIL DATA CHECKLISTCONCRETE PAVING

Recommended thicknesses for concrete slabs are:- _4" for walks, patios, and drives_5" to 6" for roads, public sidewalks, and areas with heavy vehicular traffic_Pour slab over a gravel base 4" to 8" thick, depending on thickness of concrete and nature of soil

_Slope surface of slab 2 or 1/4" per lin. foot minimumSurface treatments:

- To reduce slipperiness:- Broom finish=Spread abrasive grains on wet concrete_To achieve exposed aggregate surface:

Sandblast=Finish top slab with light water spray before curing and brushing

_Reinforce slab with 4x4x4/4 or 6x6x1 0/1 0 woven wire mesh 0NWM)_Provide 2" cover over the reinforcing

_Expansion Joints:Placement varies with climate

=Average 30' o.c. in walks_15' to 20' squares in larger areas of concrete_Dowelling 1/2" to 1" diameter dowel in sleeve, graphite coated; 12" to 24" long, 12" to 36" o.c.._Gap in slab filled with premolded or poured joint filler

Control Joints:- Can be tooled or saw cut

=1/8" thick nonferrous strip, or poured joint filler_Joint must be 1/4 of the depth of the slab to be effective_Edges of slab at joint should have1/8" radius_Joints may be dowelled (as above), without sleeve

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CONCRETE WALK/PAVINGT & G Joint

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CONCRETE WALK/PAVINGControl Joint

I~",III

CONCRETE WALK/PAVING

CONCRETE WALK/PAVINGButt Joint

CONCRETE & GUTTERS_Minimum gutter slope toward curb is 1 to 2_Radius at curb nose and !,lutter can be 1" to 3"_Space curb/gutter expansion I'oints no more than 30' apart_An expansion joint or key is a so needed where gutter meets paving_Recommended reinforcing is 2 to 4 bars; #4 or #5_Compact the subgrade_Provide ample subgrade drainage

Redwood DividerNOTATION CHECKLIST,SAMPLE NOTESPAVING (TYPE, MATERIAL & FINISH)SLOPEREINFORCING

tJ&mM3~ANSION JOINTS (TYPE & SPACING)AGGREGATE BASECOMPACTEDSUBGRADEORIGINAL GRADEFINISH GRADE~~8~MJ-I74ld~~1~Wl&r.EfWR FOR DRAINAGECONCRETE W. 6 X 6 - 10 GAUGE WIRE MESHCONC. SLAB W. 6 X 6 X #10/#10CONC. WALKW/6X6 10/10W.w.M.~oBmPJb\W&;m,~g.lb~8.INTFILLER STRIP

1/2" EXPANSION JOINTJOINT SEALANT & JOINT FILLER ROD

~'2lIiT(~)!J-foIVI&~~ 18" DOWEL BARS

Wlii ~x~: ftsCfP*l~flrl~1L ONE END OF DOWEL

EXPANSION JOINT FILLER MATERIAL @ 16" O.C. MAX.GALV. METAL KEYWAYW/ EDGE EXPOSEDOOb'M~~~T~'W-o.)~.C.PRE-MOLDED ~ANSION JOINT @ 20'-0" O.C. TYP.PAVING BRICKS IN SETTING BEDSLOPE TO DRAIN AS INDICATED ON PLANS~~~~9,f~~PAVERVAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVELSAND CUSHIONCOMPACTED EARTH FILL AS REO'D.COMPACTED SUBGRADE OR STRUCTURAL

~I!rI:lED AGGRAGATE BASE (@ 6" cone. paving)6" C~USHED AGGREGATE BASE (@ 2" asphaltpaving)

Samples from


CORNER GUARDS CORNER GUARDS

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WALL GUARD CORNER GUARDFlush Mounted


CORNER GUARDS

_See manufacturers' catalogs for standard sizes, finishes, and materials._Detail drawings are included mainly to show special anchoring conditions--screws, anchor bolts, etc., in

wood frame, metal frame, masonry, or concrete wall construction._See manufacturers' and suppliers' catalogs for detail design data and specifications._See manufacturer's recommendations for special anchor requirements for different kinds of construction.

NOTATION CHECKLIST

CORNER GUARD (TYPE &MATERIAL)ADHESIVE/FASTENERSWALL CONSTRUCTION

tCORNER GUARDFlush Mounted

WALL GUARDFlush Mounted

CORNER GUARDFlush Mounted

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CORNER GUARDSurface Mounted

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CORNER GUARDSurface Mounted

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CORNER GUARDS CORNER GUARDS


CORNER GUARDS

_See manufacturers' catalogs for standard sizes, finishes, and materials.Detail drawings are included mainly to show special anchoring conditions--screws, anchor bolts, etc., in

- wood frame, metal frame, masonry, or concrete wall construction._See manufacturers' and suppliers' catalogs for detail design data and specifications._See manufacture~srecommendations for special anchor requirements for different kinds of construction.

WOOD CORNER GUARD WOOD CORNER GUARD WOOD CORNER GUARDFULL SIZE FULL SIZE FULL SIZE

NOTATION CHECKLISTCORNER GUARD (TYPE & MATERIAL)ADHESIVE/FASTENERSWALL CONSTRUCTION

WOOD CORNER GUARDFULL SIZE



Samples from


CONCRETEFOOTING1-Story

CRAWL SPACE ACCESS & CONC. FOOTINGS

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INTERIORCONCRETEFOOTING 1-Story

CRAWL SPACE ACCESS & CONC. FOOTINGS

DETAIL DATA CHECKLISTCRAWLSPACE_Crawl space & access_24"x18" access is typical with continuous footing below and double joists or header above_In wet soil areas, provide vapor barrier with sand cover over soil to block ground water evaporation_In areas infested with rodents, apply a 1" to 2" layer of mesh-reinforced cement on ground_Typical crawl space ventilation_Add termite shields andlor other insect barriers as required by local conditions_16" x 8" screen or louver vents between joists_Provide 2 sq. ft. of ventilation for each 25 sq. ft. of crawl space area_Clearances to grade-typical minimum allowable distances:_Provide one vent within 3' of each building comer_Floor joists--minimum 18" to finish grade._Wood girders--minimum 12" to finish grade._Exterior finish-minimum 8" to finish grade._Greater clearances are recommended to allow for soil build-ups during and after construction_Provide greater clearances for special extra-moist conditions, regional insect infestation, etc.

II ;', -1cONclET~ FOtlNG1-Story


2 X STUDS @ "O.C.2X PLATESUBFLOOR2 X SOLID BLOCKING2 X FLOOR JOISTS @ "O.C.MUDSILL WI LEVELlN<3 GROUTANCHOR BOLTSREINFORCING BARSEXTERIOR FINISH GRADEINTERIOR FINISH GRADE--CRAWL SPACEINSULATIONTERMITE SHIELDRODENT BARRIERVAPOR BARRIER WI SAND COVERFOOTING DRAIN TILECONCRETE SLABWELDED WIRE MESH REINFORCINGWATERPROOF MEMBRANECRUSHED ROCK OR TAMPED SANDSTEEL DOWELSCONCRETE FOOTINGCONCRETE FOOTING REINFORCING BARSFILLED & TAMPED EARTH

2 X STUDS @ "O.C.2 X BOTTOM PLATESUBFLOORDOUBLE 2 X HEADER2 X FLOOR JOISTS @ "O.C.MUD SILL @ FOUNDA"rION WALLCRAWL SPACE ACCESS OPENINGGRADEAREAWAYAREAWAY CONCRETE RETAINING WALL2" RIGID INSULATION (@ foundation wall or grade

beam)DAMPROOFING (@ foundation wall or grade beam)#15 FELT (overfill surrounding drain tile)4" DRAIN TILE, SLOPE 1/8" PER 12"POROUS GRANULAR FILL (minimum: 12" above,

6" below, & 6" on either side of drain tile)BACKFILL

FOUNDATION CRAWL SPACEACCESS/AREAWAY

1 Story

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1 Story

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DRAINAGE Paving Edge DRAINAGE Paving Edge

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DRAINAGE. ~ b rt: d'-Types oT pipe lor su su ace rains are:- _Corrugated metal

_Flexible plasticConcreteClay tileAsbestos cement

~igid plastic_Porous and unperforated

_Install perforated drain with holes facing down_Drainpipe should be sloped to a sump or outfall_Grade filter material above and around drainpipe_Depth and spacing of subdrains depends on soil type (see civilengineering handbook tables)_Trench drains should slope to a drainpipe

DRAIN @ PAVING EDGE

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DRAIN @ PAVING EDGE


FINISH GRADE/PAVINGPAVING BASEMETAL GRATING

~~~TS~,F~IAL)CONCRETE BASEREINFORCINGAGGREGATEBACKFILLCOMPACTED SUBGRADE

~,~~ltFORATED PIPE, 1/8" PER FOOT MIN. SLOPETO OUTLET OR DAYLIGHT

PAVEMENT

Samples from


DRAINAGE Flumes & Inlets DRAINAGE Flumes & InletsDETAIL DATA CHECKLIST

DRAINAGE FLUME/SPILLWAY DRAINAGE FLUME/SPILLWAY

SLOTTED DRAINPIPE & GRATE

Cem~~Eah~ ~~~~5fflume depend on drainage load (see civil engineering handbook tables)-Exposed edges can be chamfered, tooled, or have a 1/2" to 1" radius-Reinforcing:- Precast concrete curbs may have dowel pins and holes at altemate ends- Two #4 bars.. one top anCl one bottom",continuous is common.

-May have #" ties or stirrups at 32" to ,,6" o.c.---'-wo bars at the bottom of the footing may be needed----Sars l;houid have 2" cover

_WIlen curD IS continuous wtpaving, woven wire mesh 0NWM) may be tumed down into curbCompact the subgrade

-Provide ample sUbgrade drainage-ExRansion Joints- Two wpes needed:

- Joints in the curb itselfJoints between curb and adjacent paving

--Curb joints should occur at approximately 15' intervals, and at all corners_Provide 1/4" radius at edge of joints

Materials- 1/2" preformed expansion joint, held down 1" for sealant on top

=Heartwood redwood filler strip pour joint, 1/2" f1excell

GRATES ffo . ffi .--.:.rn-areas 0 ot or bike tra IC, grates must not allow penetration by:Heels

-Crutches-Cane tips---'-ires

_Must still provide sufficient drainage_Slotted grating may be used if slots run transverse to traffic direction

NOTATION CHECKLIST,SAMPLE NOTATIONFINISH GRADE/PAVINGPAVING BASEMETAL GRATING

~~~l$~,F~IAL)CONCRETE BASEREINFORCINGAGGREGATEBACKFILLCOMPACTEDSUBGRADEBROOM FINISH CONCRETETOOLED EDGE CONCRETE

~'Rl-T!JR~~Sjjlt~rGRATE@ 24"O.C.INLET FRAME & GRATESLOPE FLOOR TO OUTLET

Samples from


DRAINAGE Inlets DRAINAGE Inlets

JOLI!(II,ISIII~1I1

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DRAIN INLET

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DRAIN INLET

e5idJ(lUll l

DRAIN INLET

I=III~III

j~DRAIN INLET


M~p~l?J-J'~O' to 600' apart for inspection and maintenance- (Also depends on sewer size and local standards)

Manhole walls for a combined or sanitary sewer may be:- 8" brick

-6" concretell'"""solid concrete manhole block or precast concrete units to depth of 12'

-Below 12' depth all brick and block walls shall be 12" thick=Manholes over 12' deep shall also have a 12' thick base

IINb~6~t~'th~~h~~ ~~~~to local codes and practice_Spacing depends on the size and type of unit, and the slope of gutter or swale in relation to anticipated

WRWrmaybe:- 8" brick

-8"CMU-6" poured concrete

5" precast concrete

D'1t~~a~L~I~~'{;~~<?rete or cast iron (also ductible iron)=Frames and grates available for light and heavy loading conditions

G~1re~s of foot or bike traffic, grates must not allow penetration by:Heels

-Crutches-Cane tips---'iresI\i'lTIst still provide sufficient drainageSlotted grating may be used if slors run transverse to traffic direction

NOTATION CHECKLIST, SAMPLE NOTESFINISH GRADE/PAVING BROOM FINISHPAVING BASE CONCRETEMETAL GRATING TOOLED EDGE~IALGRAl$~ F~IAL) CONCRETE

'~(IY~~, , GRADECONCRETE BASE INLET FRAME & GRATEREINFORCING PAVEMENTAGGREGATE SLOPE FLOOR TOBACKFILL OUTLETCOMPACTED SUBGRADE

Samples from


DRAINAGE Paving Edge DRAINAGE Paving Edge

ogJO~o


DRAINAGE. ~ b rf d'. Types of pipe lor su su ace rains are:- Corrugated metal

-Flexible plastic-Concrete-Clay tile- Asoestos cement-Rigid plastic-Porous and unperforatedInstall perforated drain with holes facing down

-Drainpipe should be sloped to a sump or outfall-Grade filter material above and around drainpipe=Depth and spacing of subdrains depends on soil type (see civilengineering handbook tables)_Trench drains should slope to a drainpipe

DRAIN @ PAVING EDGE

III =:: IIIc::=111

~IIIc5b

"A' <l ~

j w lDRAIN @ PAVING EDGE


FINISH GRADE/PAVINGPAVING BASEMETAL GRATING

~~~ll~,F~IAL)CONCRETE BASEREINFORCINGAGGREGATEBACKFILLCOMPACTED SUBGRADE

~fWWFORATED PIPE, 1/8" PER FOOT MIN. SLOPETO OUTLET OR DAYLIGHT

PAVEMENT

Samples from


EROSION CONTROL Concrete, Stone, Wood Grid EROSION CONTROL Concrete, Stone, Wood Grid

EROSION CONTROLConcrete

~/~ I0/1'/1/",,-I~-,\::,

EROSION CONTROLStone

EROSION CONTROLWood Grid


EROSION CONTROL .Slopes up to 2:1, use stone, broken concrete, or wood gnd

-Slopes up to 1:1, use stone or broken concrete set on mortar and with- mortar between joints

o ~se precast unit (concrete with voids for soil)Steep slopes, use retaining walls (see later section)

STONE Ii'RO§ION CONTROLUse 4 to 8 diameter round stone

=Hand place on a 3" sand bed

BROKEN CONCREJE EROSION CONTROL .~ Eacn piece shoUi De a minimum of ~1' square and 4" thick

-Joints should be tight sand or mortar at least 1" wideSet peices on a 2" sand bed

WOOD GRID EROSION CONJROL . .Lay 2X4s across ffie slope a 3' spacing; lay 1x4 ties at 8' o.c.

=FiII grid spaces with topsoil and sod or seect, wood chips, gravel, orground cover

PRECAST UI:lITS EROSION CONTROL .Set on a 2' sand bect; fin vOids with topsoil

NOTATION CHECKLIST,SAMPLE NOTATIONPAVER UNITSSETTING BEDSLOPECOMPACTEDSUBGRADE

Samples from


FINISH: METAL FRAME PARTITIONS


METAL STUD WALLS

Studs shown in this series are steel members in the sizes indicated in the detail titles=Metal wall manufacturers' instructions and details for these products are very comprehensive; use the data here

as a preliminary design guide_Partition notation mainly consists of naming the various components such as:

_Metal studs:_Channel,

"C"=Openweb

Nailable_Floor and ceiling tracks_Tracks connecting to other wall construction_Jamb anchor clips_Bolt or toggle bolt connection to ceiling_Movement sleeve at ceiling_Sealant at top and bottom tracks

Horizontal 3/4" channel stiffeners:At door jambsAbove door heads

_Usually within 12" of other wall openings

FINISH WALL CONSTRUCTION

_Gypsum wallboard and other finish material manufacturers provide comprehensive instructions and details for theirproducts; use the data here as a preliminary guide.

_Building codes provide extensive instructions on fireproofing requirements; those requirements have evolved frommany years of fire experience and should be followed with extreme care.

_Common wall finishes combined with metal frame partitions include:--3/8" plywood paneling--3/8" gypsum wallboard

_Interior Single Layer:--1/2" gypsum wallboard--5/8" gypsum wallboard--314" 7/8" 1" metal lath and plaster

_Interior Double Layer:--2 - 3/8" gypsum wallboard--2 - 1/2" gypsum wallboard--2 - 5/8" gypsum wallboard--1/2" gypsum wallboard plus 3/8" plywood paneling--3/8" gypsum lath plus 1/2" plaster (7/8")--3/8" gypsum lath plus 5/8" plaster (1 ")--3/8" gypsum lath plus 3/4" plaster (1-1/8")

_Gypsum Wallboard Walls & Ceilings. Special types of gypsum wallboard that might be

noted in details include'--Type X tor lire resistance--Water resistant--Waterproof--Sound deadening--Insulative foil backed

_Gypsum wallboard assembly components commonly identified in detail drawing notes include:--Corner beads--Edge trim--Corner guards--Edge trim sealant @ floor and ceiling--Resilient channels--Angle clip reinforcement @ ceilings

_Lath & Plaster Walls & Ceilings. Plaster coats sometimes identified in large scale details are:--Scratch coat--Brown coat--Finish coat

_Lath and plaster components commonly identified in detail notation include:--Expanded metal lath--Wire lath--Gypsum lath--Base screeds--Corner beads--Edge casing beads

--Grounds--Picture mouldings--Window stools--8omer llith reinforcement-- ontrol JOints

Other wall and ceiling finishes that might be noted include veneer plaster, sprayed acoustical surface, fabric or carpet,vinyl, laminated plastic, etc. Such applied finishes may be named in details but are commonly referenced to the finishschedule and specifications.

OTHER DETAIL AND NOTATION DATA THAT MAY BE USED WITH THESE DETAILS_Wall-related detail items:

--Mirrors--Attached casework--SflelVlng--Tack and chalk boards ..--Ornamental tnm, caSings, and special moldings--Casework at end walls and jambs--Coves and valances .--Signs anasupport Dacklng--Recessed compartments--Pass-thru openings--Access panels--Louvers or vents

Samples from


FLAGPOLES


FLAGPOLE Crown

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FLAGPOLE Base

FLAGPOLE Crown

FLAGPOLES


F~~cfti~~~i~~~~ons are determined by the height of the pole-See manufacturer's recommendations on footing/height ratio-Place Role in corrugated tube) and pack with dry sana-Ground the flagpole for lightning protection=Pole anchorage as per manufacturer's requirements

NOTATION CHECKLIST,SAMPLE NOTESPOLEMETAL COLLAR/BASE CAPCORRUGATED STEEL SLEEVE/GROUT TUBEBASE PLATELIGHTNING ARRESTOR/GROUND SPIKEFOOTINGBACKFILLSUBGRADESATIN BRUSHED ALUM. BALLWATERPROOF CEMENTLEVELING WOOD WEDGESTAMPED, DRY FINE SAND1~Gfb8~GCORRUGATED STEEL TUBE

METAL PIPE SLEEVECONCRETE BASEPLATE SUPPORT WELDED TO SPIKE3/4" DIA. STEEL LIGHTNING GROUND

SPIKE; WELD TO PLATECONCRETE FOOTING

Samples from


FLASH: FLASHING AT PARAPETS

The primary cost of flashing is labor, so the best materials addlittle to the cost of this crucially important part of construction.

Commonly used flashing materials:_Copper

Lead-Zinc-Alurninum-Galvanized steel-Plastic=Copper-backed paper_Building paper felt and impregnated fabric_Parapet flashing typically consists of two overlapping L sections:

One L section is attached to the roof_The other is counterflashing, an inverted L that fits into a

parapet reglet and slips down over the top of the lower base flashing_26 gauge flashing is commonly used because it affords good

protection while still being thin enough to bend, formJ and work with comfortably_Base flashing is bent upwards at 45 aegrees to avoia sharp corners

that might split the metal or roofing_Minimum flashing width for most flashing situations is 8"_Any extended lengths of flashing requires expansion joints

Refer to the Manual of standards of the Sheet Metal and AirConditioning Contractors National Association for varied detail conditions andinstallation standards

Samples from


FLASHING @ PARAPETS FLASHING @ PARAPETS

FLASHING @ CONCRETE

PARAPET

FLASHING @ CONCRETE

PARAPET

I

-~

LFLASHING@

MASONRY PARAPET

lLFLASHING@

MASONRY PARAPET

FLASHING @ MASONRY

PARAPET

FLASHING@

MASONRY PARAPET

FLASHING@

PARAPET


PARAPET WALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGCANT/NAILERADHESIVE/SEALANT/CAULKING

R1W~~~~Y~~<&ECOVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTIONCOPING

~t~~~ttl~-roFLASHING,ATTACH @

2 ~TR. sr~&ld~TE 1/2" EXP. BOLTS@24"0.C. '

2 5[10 WOOD BLKG., SECURE TO MTL.

S~t~~8~~~~8D~~NCHORMANUFACTURED REGLET & FLASHING

SYSTEMG.!. FLASHINGELASTOMERIC FLASHINGBASE FLASHING OVER PLATEFLASHING APPLIED W/ ADHESIVELEAD OR ALUMINUM FLASHING

~~mlct~~IbA1)BASE FLAS~II'IG NAILS @ 8" O.C.WEDGE & SEALFLASHING JOINT SET IN ROOFING CEMENTMETAL CAP FLASHING

~(~ltl."W~m.~,t~B.rrf08~INSTALLINGFLUSH TIGHT AGAINST WALL

~H~t ttfP'~~%StlC~MORTAR BEDCOMPOSITION FLASHINGBUILT-UP ROOFINGBASE SHEET INSULATION

~n.t:~~t~FtB~~WOOD BLOCKINGNAILABLE CANTCONT. 4" HIGH CANT

Samples from


FLOOR@WALL FLOOR@WALL


CEILING LINE @2 X STUDS @ " O.C.HEADERTRIM FOR CASED OPENING2 X BOTTOM PLATE

~kE (f?~lsWkE SIZE/MATERIAL)FINISH FLOOR

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILEMASONRY VENEERRAILINGSIWALL GUARDSHOOKsrrRACKSANCHORS/MOUNTING BRACKETSTHRU-WALL SLEEVESPASS-THRUSOUND ISOLATION PLATESOUND ISOLATION CLIPSEXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARD SHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEERFLASHINGIWATERPROOFINGANCHORS/MOUNTING BRACKETSTHRU-WALL SLEEVES

BATT INSULATIONINSULATION BOARDWOOD SIDING15# FELT1/2" FOIL FACE INSULATIONAIRSPACE1/2" X 6"BEVELED LAP SIDING1/2" PLYWOOD SHEATHPLYWOOD SIDINGVAPOR BARRIERr~OD J&IM-s ca2 " O.C.2 X RAFTERS" @ " O.C.BLOCKINGFLASHINGGYPSUM BOARD CEILINGHARDWOOD STOPSHARDWOOD JAMB2 X 4 CONT. WOOD BLOCKINGSOUND INSULATIONPREFINISHED PANELINGDOOR FRAMEDOOR SIZEWOOD DRIP1 X WOOD STOP

1\"~,,~

><~

"';/

EXTERIOR WALL @ FLOOR(2x6)

d;/

----

1\,,~

--

- ~~-~

1\ "~

-

"'j/

EXTERIOR WALL @ FLOOR(2x4) Balloon Frame

f-lEXTERIOR WALL @ FLOOR CANTILEVERED FLOOR Cj\NTILEVERED FLOOR

(2x6) Balloon Frame @ WALL (2x4) @ WALL (2x6)

CANTILEVERED FLOOR @EXT. WALL (2x4)

CANTILEVERED FLOOR@ EXT. WALL (2x6)

Samples from


FRENCH &TRENCH DRAINS

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I ~ 6 ~

0 III I ~00 '.::111ClOOO 111=

::::111::::111=

lFRENCH DRAIN TRENCH DRAIN

TRENCH DRAIN

FRENCH & TRENCH DRAINS


DRAINAGE,. b" d'~ Types oT pipe ,or su SUI ,ace rains are:

- Corrugated metal-Flexible plastic-Concrete-Clay tile- Astiestos cement-Rigid plastic-Porous and unperforated

Ingrall perforated drain with holes facing down-Drainpipe should be sloped to a sump or outfall-Grade filter material above and around drainpipe=Depth and spacing of subdrains depends on soil type (see civilengineering handbook tables)_Trench drains should slope to a drainpipe

DRAIN INLET COVERS t t' (I d ct'bl' )~ Usua ly precaSt concre e or cas Iron a so u I e Iron-Frames and grates available for light and heavy loading conditions- Shapes available:

- Round-Rectangular-Square=Linear

G~~~e~s of foot or bike traffic, grates must not allow penetration by:Heels

-Crutches-Cane tips~ires

MUSt still provide sufficient drainageSlotted grating may be used if slo[s run transverse to traffic direction

NOTATION CHECKLIST,SAMPLE NOTATION

FINISH GRADE/PAVINGPAVING BASEMETAL GRATINGMETAL GRATING FRAMECONCRETE BASEREINFORCINGAGGREGATEBACKFILLCOMPACTED SUBGRADE

Samples from


FURRING: METAL FURRING -- WALLS &CEILINGS


METAL FURRING_Typically consists of metal furring strips added to rough wall or ceiling construction for attachment of lath or

gypsum wall board_A typical gypsum board support system:_Hanger wires are typically spaced 48" o.c. and within 6" of the end of carrying channel_Hanger wires support 1-1/2" carrying channels set at 48" o.c. and within 6" of walls_7/8" metal furring channels are supported at right angles to the carrying channels_Furred spaces may be used for chases and soffits and are constructed of combinations of wood or metal

studs and furring strips_See manufacturers' recommendations regarding attachment of hanger wire and furring strips to various

types of substructure_Common wall finishes combined with metal framed partitions and furring include:

--3/8" plywood paneling--3/8" gypsum wallboard--1/2" gypsum wallboard--5/8" gypsum wallboard--3/4" 7/8" 1" metal lath and plaster--2 - 3/8" gypsum wallboard--2 - 1/2" gypsum wallboard--2 - 5/8" gypsum wallboard--1/2" gypsum wallboard plus 3/8" plywood paneling--3/8" gypsum lath plus 1/2" plaster (7/8")--3/8" gypsum lath plus 5/8" plaster (1")--3/8" gypsum lath plus 3/4" plaster (1 1/8")

Gypsum Wallboard Walls & Ceilings -- special types of gypsum wallboard that might be required:--Sound deadening--Type X for fire resistance--Insulative foil backed--Wwater resistant-- a erprooT

Gypsum wallboard assembly components commonly identified in detail drawing notes include:

--Corner beads--Edge trim--Corner guards--Edge trim sealant @ floor and ceiling--Resilient channels--Angle clip reinforcement @ ceilings

Lath and plaster components commonly identified in detail notation include:--Expanded metal lath

--Wire lath--Gypsum lath--Control joints--Base screeds--Corner beads--Edge casing beads--Grounds--Picture mouldings--Window stools--Corner lath reinforcement

Samples from


GLASS BLOCK GLASS BLOCK

1911

GLASS BLOCK Head GLASS BLOCK Head GLASS BLOCK Jamb

DETAIL DATA CHECKLISTGLASS BLOCKBasic use and characteristics:_Use as panels or wall inserts as light diffusers for exterior screens and interior partitions

Typical block sizes- 3-7/8" thick x :

5-3/4" square_7-3/4" square

11-3/4" square_VIsible inside joint typically 1/4" thick, exterior joint 5/8" max._For non-bearing partitions or infill

_Laid only in stackbond_Provide movement joints and anchors as per manufacturers' instructions_Maximum panel sizes_Let into wall frame: 24' long, 20 ' high without intermediate mullions (or max. area of 144 sq. fl.)_Anchored to wall: 10' x 10' without intermediate mullions (or max. area of 100 sq. fl.)

Wall anchors=Metal strips to fasten glass block panels to adjacent walls_Typically 1-3/4" wide x 24" x20 gauge galvanized steel strips

Wall ties_Galvanized wire reinforcing lattice laid through horizontal mortar joints

_Typically spaced at 24"Not to extend across vertical movement joints

_lJrovide wall expansion strips at heads and jambs_Details vary with manufacturer; see manufacturers' data on:

_Special molded patterns_Diffusion characteristics (directed light such as exterior light directed to ceiling)

_Modular patterning for Integration with brick and concrete blockAnchors and wall ties

-Expansion joints and strips=Mullions and stiffeners

========= ======~

=========~•

GLASS BLOCK Jamb GLASS BLOCK Stiffener GLASS BLOCK Sill


METALCHANNEUANGLEANCHORFLASHINGEXPANSION STRIPCAULKINGJOINT REINFORCING

OAKUMEXPANSION STRIPASPHALT EMULSIONPANEL REINFORCINGPANEL ANCHORHOOKED WIRE ANCHORROOFERS FELT

881lffi~v~~Y~t!9JR@24"O.C.

Samples from


GRAVEL STOPS

GRAVEL STOP FormedlTapered Edge

GRAVEL STOP Formed/Raised Edge

GRAVEL STOP Formed/Raised Edge

GRAVEL STOP FormedlTapered Edge/Soffit

GRAVEL STOPSDETAIL DATA CHECKLISTGRAVEL STOPSMaterials: Sheet metal such as coated galvanized steel or copper nailed to roof substrate, wide variety ofmaterials and finishes available. Gauges and sizes:_4" to 8" high lip at fascia _24 gauge for 4" to 5" lip _22 gauge for 6" to 8" lip_16 oz. copper 4" to 6" lip _20 oz. copper 7" to 8" lip.Provide expansion joints to allow for: _1/2" thermal movement in a 40' length of galvanized steel_1/2" movement for 40' copper _3/4" movement for 40' aluminum_Set one side of overlapping joint fasteners in mastic so that one half adheres and the other half is free to

allow thermal movement_If fascia lip of gravel stop is 4" or higher, apply continuous interlocking cleat at bottom of stop at vertical AI

edge to secure against wind uplift_Use neoprene or similar watertight washer where cleats are nailed to wall_Install on raised curb with 1" minimum top lip

Trouble spots:_Gravel stops that are not above ponding line are subject to water infiltration_Concealed gravel stops that stop at the top of a wall rather than over-hanging are subject to leaks_Direct nailing or attachment of coping to wall surface doesn't allow for differential movement


METAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATE

RWf~~~f&'ICOVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTIONROOF FASCIAEXTRUDED ALUM. FASCIATREATED CANTTREATED 2 X 6 MIN. BOLTED TO STRUCTURETREATED WOOD BLOCKINGELASTOMERIC SEALANT ALONG ENTIRE LENGTH

OF FLASH. TYPICAL

~~RM&L~~~M-S~~URAL

MEMBRANE BASE FLASHING CONT. TO COVERCANT & WOOD BLKG.

6" MIN. BASE FLASHINGSECOND PLY TO LAP OTHER PLY'S FULL LENGTH OF

CANTFLASHING APPLIED W/ADHESIVELEAD OR ALUMINUM FLASHINGCONT. CLEAT

~~~1.lolle)BASE FlASHING NAILS @ 8" O.C.SEALANTCOMPOSITION FLASHINGBUILT-UP ROOFINGBASE SHEET INSULATION

~rtL~INNAILABLE CANTCONT. 4" HIGH CANT

Samples from


GRAVEL STOPS

GRAVEL STOP 4x6 Cant

GRAVEL STOPS


~~X~kSJ~le~metal such as coated galvanized steel or copper nailed to roof substrate, wide variety ofmaterials and finishes available. Gauges and sizes:_4" to 8" high lip at fascia _24 gauge for 4" to 5" lip _22 gauge for 6" to 8" lip_16 oz. copper 4" to 6" lip _20 oz. copper 7" to 8" lip.Provide expansion joints to allow for: 1/2" thermal movement in a 40' length of galvanized steel_1/2" movement for 40' copper _37lf' movement for 40' aluminum_Set one side of overlapping joint fasteners in mastic so that one half adheres and the other half is free to

_WIR.~c'fa;rfrg~~~~~rs~gh is 4" or higher, apply continuous interlocking cleat at bottom of stop at verticaledge to secure against wind uplift

_Use neoprene or similar watertight washer where cleats are nailed to wall_Install on raised curb with 1" minimum top lipTrouble spots:_Gravel stops that are not above ponding line are subject to water infiltration_Concealed gravel stops that stop at the top of a wall rather than over-hanging are subject to leaks_Direct nailing or attachment of coping to wall surface doesn't allow for differential movement


GRAVEL STOP Extruded

GRAVEL STOP W/Fascia Plate

GRAVEL STOP Formed

METAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATE

RR9~~~t'~tOVER MATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTIONROOF FASCIAEXTRUDED ALUM. FASCIATREATED CANTTREATED 2 X 6 MIN. BOLTED TO STRUCTURETREATED WOOD BLOCKINGELASTOMERIC SEALANT ALONG ENTIRE LENGTH

OF FLASH. TYPICAL

~·H~ML.RM&~~~M-~tJBlURALMEMBRANE BASE FLASHING CONT. TO COVER

CANT & WOOD BLKG.6" MIN. BASE FLASHINGSECOND PLY TO LAP OTHER PLY'S FULL LENGTH OF

CANTFLASHING APPLIED W/ADHESIVELEAD OR ALUMINUM FLASHINGCONT. CLEAT

~~~~Iope)BASE FLASHING NAILS @ 8" O.C.SEALANTCOMPOSITION FLASHINGBUILT-UP ROOFINGBASE SHEET INSULATION

~~L~~INNAILABLE CANTCONT. 4" HIGH CANT

Samples from


GUTTERS

METAL GUTTER Ogee METAL GUTTER Ogee

8"

GUTTERS

NOTATION CHECKLIST,SAMPLE DETAILSGUTTERHANGERBRACKETMETAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATEPARAPET WALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGADHESIVE/SEALANT/CAULKING

RR-9~~~~~~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION1/S~A't~R~~~'~1!~LGUTTERSHEET METAL GUTTERCONT. SHEET METAL CLEATBLOCKINGRIVETSOPTIONAL GUTTER PROFILE1/~FaCK~~@~~&' 8~:TERDOWNSPOUTSPLASH BLOCK

= N::::!:-~

('I) ......

~'N

~I

N_f::::=('I)

...... I

I VLC)

7"6"

5"4"

I 1

3"

Samples from


GUTTERS

METAL GUTTERBeveled

METAL GUTTERBeveled

8"7"

6"5"

4"

\\

GUTTERS


GUTTERHANGERBRACKETMETAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATEPARAPET WALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGADHESIVE/SEALANT/CAULKING

RfW~~~~~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION1/S~A'6~Ri'~t&'~'B".ALGUTTERSHEET METAL GUTTERCONT. SHEET METAL CLEATBLOCKINGRIVETSOPTIONAL GUTTER PROFILE1/~~CK~~@~;~&' 8~lTERDOWNSPOUTSPLASH BLOCK

~~

(\")I

~(\") C\If---

~I

(\")

...... I

I -.;tLO

1/2"=J

Samples from


GUTTERS

METAL GUTTERBeveled

METAL GUTTERBeveled

8"7"

6"5"

4"

\\

GUTTERS



RfW~~~~~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION1/S~A'6~Ri'~t&'~'B".ALGUTTERSHEET METAL GUTTERCONT. SHEET METAL CLEATBLOCKINGRIVETSOPTIONAL GUTTER PROFILE1/~~CK~~@~;~&' 8~lTERDOWNSPOUTSPLASH BLOCK

~

~('I)

I

~C\I

I f---

~ ('I) ('I)I

'l""" -.::tIL()

1/2"=J

Samples from


GUTTERS (Wood Gutters Included)

WOOD GUTTER Ogee

3x4 4x4

4x6

4x5

5x7

NOTATION CHECKLIST,SAMPLE NOTESGUTrERHANGERBRACKETMETAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATEWALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGADHESIVE/SEALANT/CAULKING

RR-9~~~t'~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION

Samples from


GUTTERS GUTTERS

NOTATION CHECKLIST,SAMPLE NOTESGUTIERHANGERBRACKETMETAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATEPARAPET WALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGADHESIVE/SEALANT/CAULKING

RR9~~W@f~~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION

SAMPLE NOTES:1/S~A'6~R,,~~,r~:C.AL GUTTERSHEET METAL GUTIERCONT. SHEET METAL CLEATBLOCKINGRIVETSOPTIONAL GUTIER PROFILE1/~RlCK~~@~~b- 8~:rERDOWNSPOUTSPLASH BLOCK

METAL GUTTER METAL GUTTER

METAL GUTTER Half Round METAL GUTTER Half Round

8"7"

6"5"

11

4"

Samples from


GUTTERS

/ 1-I---~I

METAL GUTTERRectangular

METAL GUTTERRectangular

GUTTERS


GUTTERHANGERBRACKETMETAL GRAVEL STOPCANT/NAILERCLEAT/EDGE STRIP/FASCIA PLATEWALL CONSTRUCTIONREGLETFLASHING/COUNTERFLASHINGADHESIVE/SEALANT/CAULKING

R?RF~~~XY~~~ECOVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION1/~tp,(dE~~1r_b,~~LGUTTER

SHEET METAL GUTTERCONT. SHEET METAL CLEATBLOCKINGRIVETSOPTIONAL GUTTER PROFILE1/~'~tl&F~Th''5~C:ERDOWNSPOUTSPLASH BLOCK

~~

('t')I

~('t') C\If----

~I

('t') ('t')

"l""" I

I "'l:tlC)

"1/2"

=J

Samples from


GUY WIRE CONNECTION GUY WIRE CONNECTION


GUY WIREGuy wire connections are usually an afterthought; a way of securing add-on equipment on a rooftop after it's built.It's not good construction practice to penetrate the roof with connectors of any sort and especially connectorsthat will be subject to stress and possible movement.

If they must be included, they're handled as pitch pockets: enclosed, caulk-filled holes around the penetratingguy-wire, eyebolt. Hot- or cold-applied caulk such as bitumin with fiber filler is poured and/or packed around thepenetration.

Coordinate the detailing for such work closely with the structural engineers and make sure the operation iscovered in the roofing preconstruction meeting. This work should De part of the roofing contract and included inthe roofing warranty.

GUY WIRE CONNECTION NOTATION CHECKLIST,SAMPLE NOTES

EYE BOLT (MATERIAL & SIZE)MOLDED FLASHING/METAL DAMSEALER/PITCH

RR9~~~~~tOVERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTION

3/4" STAINLESS STEEL EYEBOLTW/1" DIA. EYE

POURABLE SEALERMOLDED FLASHINGGALV. METAL DAMMEMBRANE IN CONTACT W/POURABLE SEALERROOFING MEMBRANETREATED WOOD BLOCKINGMETAL DECKFILLER

Samples from


HANDICAP RAMPS HANDICAP RAMPS

HANDICAP RAMP

HANDICAP RAMPS ._"ffandi~p ramps must usually. be ~s per the govemlng agency's

design standards and specifications.Design standards, specifications and detail drawings are usually

providBareferenced by the governing agency.


~~~Uildil)g cod~ and handicap design regulations for slope andhandralrrequlrements

8 slope is ty'pically maximum for wheelchairs for up to 30'-Provide cuitls 4" to 6" hi9.h at each side of ramps to prevent side- runaways or tipping or wheelchairs

Provide nonslip treatment (abrasive surface or broom finish applied- across width of ramp)

NOTATION CHECKLIST,SAMPLE NOTESCONCRETE WALLS/RAMPREINFORCINGHANDRAILS/BRACKETSCAMFERAGGREGATE BASECOMPACTED SUBGRADESEALANTFOOTINGS

1/4" GROOVES, 3/4" O.C.STIFF BROOM FINISH ON RAMP SURFACETEXTURED CONCRETECOURSE BROOM FINISHCONC. GUTTERCURB TAPER BEYOND1/2" EXP. JOINT1/2" JOINT FILLER MATERIALTOP OF CURBREINFORCINGRAMP DOWN

n

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~III~, ,

~IJ.I:_: - - - - - --~

/fBoC?Y~~ \I~III

." ~III

~ 1 III

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h----+--------nl

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HANDICAP RAMP

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INTERIOR PARTITION @ FLOOR !CEILING

T JINTERIORPARTITION

@ FLOOR (2x4)

dd

rx

,,~ I; ":"

INTERIORPARTITION

@ FLOOR (2x4)

~ ":"

~

dd

INTERIORPARTITION

@ CEILING (2x4)


2~Flf(8~R JOISTS @ II O.C.2 X SOLID BLOCKING~ ~ ~~S'@TOPIlfQ:~:E

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILESOUND INSULATIONPLYWOOD SHEATHING

Samples from


MARBLE TILE FLOORS

THIN MARBLE FLOOR Thin-Set

~~~, 1~I MARBLE TILE FLOOR Mortar Bed

MARBLE TILE FLOORSDETAIL DATA CHECKLIST

MARBLE FLOORINGTypical thicknesses are 7/8" and 1-1/4"JOints are typically 1/16" thick

_Typical marble tile size ranges are 8" x 16",12" x 12", and 10" x 20"_Marble comes in hundreds of varieties, in five classes and four grades:

_Classes are Travertine, Dolomite, Calcite, Onyx, and Serpentine, see supplier's catalogs for flooringcharacteristics and recommend!ltions .

_Gracing IS accoralng to unllormllY ot appearance: A, B, C, and 0; A being best_Provide a stable substrate; movement of substrate will cause cracks_Provide complete, compact bedding beneath marble tile slabs to avoid bending stresses and cracking_Don't use marble floors in restrooms or other areas where it would be exposed to acids or alkaline substances_Don't use polished marble near exterior doors, restrooms or other areas where floors may be wet and slippery_Marble can be dangerously slippery and shouldn't be used on stairs or ramps

MARBLE TILE FLOOR Thin-Set

t'\"'" THIN MARBLE FLOOR

1"0":

~\Mortar Bed


FINISH FLOOR (MATERIAL & SIZE)SETTING BED (MATERIAL & SIZE)JOINT SIZE

RANEIWATERPROOFINGOOR/SLAB

REI RCING

MARBLE TILEFINISH CONC.PLYWOOD UNDERLAYMENTPLYWOOD SUBFLOORPARTICLE BOARD UNDERLAYMENTMASTICBOND COATADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDDIVIDER STRIPREDUCER STRIP

Samples from


MASONRY COPING (12" Parapet) MASONRY COPING (12" Parapet)MASONRY COPING (8" Parapet) MASONRY COPING (8" Parapet)

MASONRY COPINGS

[----------]

f--:l[ ]

I,l

MASONRY COPINGS

NOTATION CHECKLIST,SAMPLE NOTESCOPING (TYPE, MATERIAL & SIZE)SETIINGBEDANCHOR/DOWELSDRIP EDGENAILERFLASHING/COUNTERFLASHINGPARAPET CONSTRUCTION

COPING STONEJOINT COVERTIE BACK ANCHORCANTROOFING

MASONRY COPING (8" Parapet)

[ ]

DMASONRY COPING (10" Parapet)




Samples from


MASONRY PARAPETS MASONRY PARAPETS

DETAIL DATA CHECKLISTBRICK ~ND Cp,NCRETE BLOCK WALLS . .Design liinns 0 Wl:!!IJypeS,tfiICKness anafielghts are stnct[Ylimited by most building codes, so consult your local code forthe last word on preliminary design assumptions and final design.

Also see literature from the National Concrete Masonry Association,the Brick Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and constructionapplication information.

PARAPET (4" Brick& Metal Frame)

PARAPET (8" Wall--4"Brick & 4" HMU)

PARAPET (8"Wall--4" Brick)

PARAPET (4" Brick &Wood Frame)

PARAPET (8"HMUWall)


COPING/CAP FLASHINGPARAPET WALL CONSTRUCTIONFLASHING/COUNTERFLASHINGWEEPANCHORSITIESSEALANT/CAULKINGCANT

ROfW~ tls!W'~&COVER MATERIAL)ROOF DECK INSULATIONROOF CONSTRUCTION/FRAMING

~~~~NG SET W/ MASTIC SEALANT @SPLICE JOINTS

BASE FLASHINGTWO-PIECE METAL FLASHINGBRICK ANCHORSCONT. 4" CANT1" X 4" PREFORMED CANTBLOCKINGRIGID THICK INSULATIONFOAMED-IN INSULATIONVAPOR BARRIER1/2" PREMOLDED FILLER5# WifAe~ffi'8$'~~Q1F&C!:lING ONBRICK VENEER W/METAL TIES TO STUD WALLW'¥md~HW1~.;gIA~BBLIP~%I~.e:UD&

Samples from




~~~fg~1t-MI?s~P~WJe~,~hPcfn~s'f:kk~eights are strictlylimited by most building codes, so consult your local code forthe last word on preliminary design assumptions and final design.

Also.. see literature from the National Concrete Masonry Association,the l>rick Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and constructionapplication infonnation.

PARAPET (10" Cay.Wall--4" Brick)

PARAPET (10"Wall--4" HMU)

-,-----,,-~

I~

y

PARAPET (10" HMU Wall)

PARAPET (10" Cay.

Wall--4" Brick &

PARAPET (10" Wall--4"Brick & 6" HMU)

PARAPET (10"Wall--Brick & Cone.)



ROfW~~~'& COVER MATERIAL)ROOF DECK INSULATIONROOF CONSTRUCTION/FRAMINGFACE BRICK~AtAN1D@ING SET W/ MASTIC

SPLICE JOINTSBASE FLASHINGTWO-PIECE METAL FLASHINGBRICK ANCHORSCONT.4" CANT1" X 4" PREFORMED CANTBLOCKINGRIGID THICK INSULATIONFOAMED-IN INSULATIONVAPOR BARRIER1/2" PREMOLDED FILLER

CONCRETE BLOCK4" LIGHTWEIGHT CONC. BLOCKFACE BRICKBRICK VENEER W/METAL TIES TO STUD WALLWEEP HOLESCONT. SEALANT4" STARTER COURSECONT. FLASHINGFABRIC FLASHING SET IN REGLETGROUTSHIM5" X 3" X 1/4" CONT. SHELF ANGLESTEEL LINTEL ELEV.

W[[p-iWfM @l~~Ii'b.c.METAL STRAP ANCHORS EVERY 6TH COURSEHORIZ.BRICK ANCHORS¥.tw",~: ~~8~lJ>M~~sS SPACED 2'-0" O.C.REtRF. @ 16" O.C. TYP.1" RIGID INSULATIONFOAMED INSULATION

Samples from



DETAIL DATA CHECKLISTBRICK 4ND CONCRETE BLOCK WALLS . .Design lilnitS Ofwl!!l.!ypeS,tnICKness analielghts are stnctlylimited by most building codes, so consult your local code forthe last word on preliminary design assumptions and final design.

Also.. see literature from the National Concrete Masonry Association,the t1rick Institute of America, and the Construction SpecificationsInstitute for complete engineering, specification, and constructionapplication information.

METAL COPING SET W/ MASTIC SEALANT @SPLICE JOINTS ONLY

2 "eWI~R,§I,.\S~.Wi..Y'W'ld~~@Till- ~:ED &BASE FLASHINGTWO-PIECE METAL FLASHINGFACE BRICKFOAMED-IN INSULATIONBRICK ANCHORSCONT. 4" H. CANT1" X 4" PREFORMED CANTBLOCKING2-1/4" THICK INSULATIONVAPOR BARRIER1/2" PREMOLDED FILLER5# ~FbH.~.?sffi'8S'~~l1&tJ:IINGONBRICK VENEER W/METAL TIES TO STUD WALL



ROiW~~~'&COVER MATERIAL)ROOF DECK INSULATIONROOF CONSTRUCTION/FRAMING

T (12" HMU Wall)PARAPE:f(12" Wall--6"HMU)

PARAPET(12" Cay. Wall--4" Brick & 6" HMU)

PARAPET (12" Wall--4" Brick) PARAPET (12" Wall--Brick & Cone.)

Samples from


MASONRY YARD WALLS MASONRY YARD WALLS

YARD WALL 4" HMU YARD WALL 6" HMU

DETAIL DATA CHECKLISTCONCRETEMAtSONRY UNIT YARD WAllS

-cbncreferoo Ings----rop of footing below the frost line-Minimum fooling:- 10" deep

-16" wide24#3 continuous rebars

-Provide cap or coping-Use Type S mortar for resistance to hor izontal forces- Joints--tooled S or V mortar joints for maximum weatherproofing-Expansionjoints--vertical joints at 50' minimum-For an 8" eMU wall, use a 12" CMU pilaster-Place horizontal reinforcing at 24" O.C., continuous through the pilaster-Dowel wall to concrete fooling with #4 dowels at 24" o.c.=FiII block cells with grout at each dowel

°'l3ond beams at top of wall with #5 continuous, at 32" o.c.


TOP OF WAll ELEVATION ~8~lfui2;q~Iin~~~~~br a l' x 3' ftg.-~1l.~'A~t8:'1~2E) 3 #3 cont. & #3 bars x 2'-6" @ 12" O.C.)MASONRY UNITS (TYPE & SIZE) #4 DOWEL @24"O.C. (Typ. tie.from blOCKREINFORCJNG wall to ftg.-90· angle 30' vertical & 12"EXPANSION -JOINTS (TYPE & SPACING~ll~~~L~~r8~oUT @ EACH DOWEL (blockFOOTING walls)~~~~~b'JE BASE WEEP H'OlES @ 48" O.C.FOOTING DRAIN EXPANSION JOINTS

CONC. BlK. PILASTER

IiJt-

II

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~

""IT] A

J:1fA

::::1

c I

b,

YARD WALL 8" HMU YARD WALL 4" Brick/8" HMU

Samples from


MASONRY YARD WALLS

1-*-+---T0111

h' frill!+-__ ,.C=:

LJYARD WALL 4" Brick

MASONRY YARD WALLS


B~~S~JJra'g~~& for weather resistance-Concrete-footings- Top of footing-below the frost line

-Minimum fooling:- 10" deep

-16" wide-2-#3 continuous rebars

_Provide cap or coping:Concrete

-Stone-Rowlock brick"Use Type S mortar for resistance to horizontal forces

- Joints--looled S or V mortar joints for maximum- weatherproofing

Ex . n joints--vertical joints at 50' minimum=Re ing--horizontal truss-type wire reinforcing

ev courseIn areas of heavy wind (10 psf or greater):

- Straight brick walls no higher than 3/4 of the wall- thicKness squared (4' for an 8" wall)

Use buttresses, offsets, piers for adCled supportAdd vertical reinforcing as per Brick Institute

handbook

="'111

. ::::llI

h,1 < ~:::

I ~YARD WALL Double 4" Brick


TOP OF WALL ELEVATIONW.1i~fj,MIjlWEf*'I~2E)MASONRY UNITS (TYPE &SIZE)

~1tfr$8M'l5bINTS (TYPE &SPACING)FOOTINGAGGREGATE BASESUBGRADEFOOTING DRAIN

~B~N&ca~hf.~~fo-r a l' x 3' ftg.-3 #3 cont. &#3 bars x 2'-6" @ 12" O.C.)

#4 DOWEL @ 24" O.C. (T.Y,P. tie from blockwall to ftg.-90· angle 30" vertical & 12"horiz. into ftg.)

FILL CELL WI GROUT @ EACH DOWEL (blockwalls)

WEEP HOLES @ 48" O.C.EXPANSION JOINTSCONC. BLK. PILASTER

MASONRY YARD WALLS

FULL-SCALE GENERIC DETAILS continued

][CIT<'

="'111

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" .

I IYARD WALL 10" Brick Cavity Wall

Samples from


METAL COPINGS METAL COPINGS


METAL COPINGS Materials, sizes and gauges:_4" to 12" coping width: 24"9a. galvanized steel, 16-oz. copper, 26-ga. stainless steel, .232 alum._13" to 18" coping width: 22-ga. galvanized steel, 20-oz. copper, 24-ga. stainless steel, .040 alum._Provide expansion joints to allow for:

_1/2" thermal movement in a 40' length of galvanized steel_1/2" movement for 40' copper_3/4" movement for 40' aluminum

_Apply continuous interlocking cleats at bottom of coping at vertical edge to secure against wind uplift_Use neoprene or similar watertight washer where cleats are nailed to wall

Trouble spots:_Corrosion from use of dissimilar metals, especially incompatible connectors_Direct nailing or attachment of coping to wall surface that doesn't allow for differential expansion and contraction

__---'l~_-'L------"----"f-----"-'------ ------'--"f--'------

~o7~~a r6Q~~~pet) ~o7~~a r8Q~I~~pet)METAL CQPINGFormed (4 Parapet)

---'------"f "f "f------'--

~o7~~a r1~P.~a~apet) ~o7~~a nqP.~a~apet) ~~;L~cr@P.~a~apet)


FORMED METAL COPINGCLEATNAILERSEALANT/CAULKINGEXTRUDED METALCOPINGANCHOR BOLTCOVER PLATEGUTTER BARCOPINGPREFIN. ALUM. COPINGFLASHING OVER COPING

~~V-'6~KASHING ATTACH (!ll CTR. OF EA. PIECEMTL. COPING, SET W/MASTIC1lEALANT @ SPLICEJTS. ONLY

MANUFACTURED COPING & FLASHING SYSTEMG.!. FLASHINGELASTOMERIC FLASHINGBASE FLASHING OVER PLATEFLASHING APPLIED W/ADHESIVELEAD OR ALUMINUM FLASHINGCaNT. CLEAT

§~~IOpe)

---'------"f "f "f------'--

~~;L~crRbl~~rapet)~~;L~~crR~l~~rapet)~~;L~cr@P.~a~apet)

IIILI

nI

----"----"f----'---

METAL CQPINGExtrudecf (10" Parapet)

-"------"f------"-METAL CQPINGExtrudecf (12" Parapet)

Samples from


METAL COPINGS METAL COPINGS

-----""---f--"----METAL CQPINGFormed (4 Parapet)

METAL CQPINGFormed (6 Parapet)

DETAIL DATA CHECKLISTMETAL COPINGSAKMaterials, sizes and gauges:

_4" to 12" coping width: 24-ga. galvanized steel, 16-oz. copper, 26-ga. stainless steel, .232 alum._13" to 18" coping width: 22-ga. galvanized steel, 20-oz. copper, 24-ga. stainless steel, .040 alum._Provide expansion joints to allow for:

_1/2" thermal movement in a 40' length of galvanized steel_1/2" movement for 40' copper

3/4" movement for 40' aluminum_Apply continuous interlocking cleats at bottom of coping at vertical edge to secure against wind uplift_Use neoprene or similar watertight washer where cleats are nailed to wall

Trouble spots:_Corrosion from use of dissimilar metals, especially incompatible connectors_Direct nailing or attachment of coping to wall surface that doesn't allow for differential expansion and Alcontraction

------'--f---"-----

~oEJ,~af8Q~~~pet)

---"-----f------"-

~oEJ,~an~p.~a~apet)

--~f-----'-~-


------'--f-~-

~oEJ,~a n~P.~a~apet)

-----'---f-----'---

~oEJ,~an~P.~a~apet)


fr

-~-f-~


1-~-f--~

~oEJ,~a n~P.~a~apet)


FORMED METAL COPINGCLEATNAILERSEALANT/CAULKINGEXTRUDED METALCOPINGANCHOR BOLTCOVER PLATEGUTIERBARCOPINGPREFIN. ALUM. COPINGFLASHING OVER COPING

~b1t6~~SHING ATIACH tID CTR. OF EA. PIECEMTL. COPING, SET W/MASTIC'SEALANT @ SPLICE

JTS.OMANUF ED COPING & FLASHING SYSTEMG.!. FLAELAST IC FLASHINGBASE F ING OVER PLATEFLASHI PPLIED W/ADHESIVELEAD 0 UMINUM FLASHINGCONT. CLEAT

~~~Iope)

Samples from


METAL DECKS

~~lMETAL DECK Sleel Deck W/lnsul. & Slab

METAL DECKS


~EiY~~~frq.~Ui\?~~M1~~~cftlu~~~~~~popen web steel joists_Painted or galvanized to prevent corrosion_Welded wire steel mesh for temperature reinforcement if using lightweight insulating concreteComponent sizes:_"Centering" metal, 22, 24, 26 gauge with 2-1/2" to 4" wide corrugation, 1" deep, spans 2' to 10'_Narrow rib deck: 6" rib centers, 1-1/2" deep, 30" wide panels, spans 4' - 8'_Intermediate rib deck: 6" rib centers, 1-1/2" deep, 30" wide panels), spans 5' - 10'_Wide rib deck: 8" rib centers, 3" deep, 24" wide panels, spans 10' - 16'

_lengths to 48'_Attach metal decking to framing every 36" minimum

~n~METAL DECK Sleel Deck W/lnsul. & Slab

~METAL DECK Sleel Deck W/lnsul. Cone.

6 nu~r,__n,n,JMETAL DECK Sleel Deck W/Rigid Insul.

~\I vnvC1METAL DECK Sleel Deck W/3" Insul.


ROfWf:lIf.~~'&COVER MATERIAL)ROOF SLABMETAL DECKROOF DECK INSULATIONROOF CONSTRUCTION/FRAMING

CONCRETELIGHTWEIGHT CONCRETEGAlV. CORRUGATED METAL DECKINGCORR. METALPLATE STIFFENERFillERCLOSURE STRIPBOLT W/NEOPRENE WASHER

SHs~T~s~ ~~8~~C§fXI~~~~~MfS'ENEOPRENE WASHERS

~~~l@ 24" O.C.

Samples from


METAL FASTENINGS METAL FASTENINGS

-h- -h-NOTATION CHECKLIST,SAMPLE NOTES

1E --l--J

WALL FRAMINGWALL FINISHCONNECTORCONNECTOR REINFORCINGATTACHED FIXTUREANCHOR TO BLOCK WALL W/EXPANSION ANCHORSHEX NUTWASHERTOP PADMALE/FEMALE FASTENER THRU PRE-DRILLEDHOLES3/4" DIA. BOLT &LEAD PLUGTHRU BOLT

j/

SCREW ANCHOR

I II II II II II II I

~_:_:-

MOLLY BOLT

j/

ANCHOR BOLT

-----7TOGGLE BOLT


METAL FASTENINGSWall-mounted fixtures and equipment are often packaged with the required anchors and fastenings so, in general,details only show generic dash- or dot-line indications of screw or bolt attachments.Adequate backing, framing, blocking, or other mount supports are the most crucial aspect of detailing andconstructing wall-hung fixtures, and the most common point of failure. The best rule is to over-design theattachment system as long as it isn't oversized for the item to be attached or for the support framing and backingsystems.

Component sizes:_Lag bolts, machine bolts, and carriage bolts come in 1/4", 3/8",1/2",5/8",7/8" and 1" diameters_Screws and bolts are commonly sized in 1/8" increments from 1/4" diameter to 1-1/4"

_Lengths of bolts range from 1" to 12"_Lengths of wood screws range from 1/4" to 6"

_Toggle bolts and Molly bolts are for connections through the surfaces of hollow walls(a spring or tumbler activated expansion device opens when the bolt is turned to grip the fastener to the wall)

_Lag bolts and expansion shields are for insertion in masonry wallslocked in)

(a lead or fiber casing in a pre-drilled hole will expand to grip the masonry wall when a lag bolt or machine bolt is

Samples from


METAL FENCES METAL FENCES

DETAIL DATA CHECKLISTMETAL FENCES_Metal fences are usually purchased ready-made, or fabricated as variations on

common metal fence types and styles._Detail drawings are included mainly to show desired sizes and types and to indicate

anchoring to the ground or pavement._See manufacturers' and suppliers' catalogs for design data, details, and specifications._See manufacturers' recommendations for anchoring.

uMETAL FENCE

uMETAL FENCE

-~

, -f-

uMETAL FENCE

=~-

uMETAL FENCE

NOTATION CHECKLIST,SAMPLE NOTESINTERMEDIATE RAILSNEWALSPOSTPOSTCAPPIPE SLEEVE/ANCHORFOOTINGBACKFILLSUBGRADE

12" DIA. CONC. FOQTINGCOMPACTED FILL (below footing)COMPACTED EARTH FILLMETAL POSTS (extend. 6" typo thru conc. footing,

max. spacing typo 6'-7')

Samples from


METAL FRAME CHASE WALLS METAL FRAME CHASE WALLS

5" CHASE WALL Plan

~

CHASE WALL @ CLG. OR SLAB

-L-'----t----'--l-

CHASE WALL @ BRACING Sect.

IIp d I~

CHASE WALL @ THRU SUSP. CLG.

CHASE WALL @ FLOOR


METAL FRAME CHASE WALLS


~~ti1~IIfMWA!;~~~ATERIAL)FINISH FLOORlSUBFLOORlSLABADJACENT SLAB OR CEILINGCEILING RUNNERCHANNEL STUDSCROSS TIESIWIRE TIESGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHESIWATERPROOFINGHOOKSfTRACKSIWALL-MOUNTEDFIXTURESWALL ANCHORS/MOUNTING BRACKETSRAILINGSIWALL GUARDSTHRU-WALL SLEEVESGYPSUM BOARDFIRE CODE GYP.BD.WATER-RESISTANT GYPSUM BOARDGYP.BD, TYPE 'X'.

CORNER BEADCONTROL JOINTTYPE 'X' CORE BOARDSOUND ATTENUATION BLANKETRIGID INSULATIONPLYWOOD

Ml~Acr.Clh&GLE @ CEILING

~f~:~~ "O.C.STAGGER STUDS

~Iffi8IIf18C~LW~~J~~CHASE WALLFLOOR TRACKSEALANT EACH SIDE

~oAA-l~b~uPPERGASKET (@ clg.)SUSPENDED CEILINGFASTEN MTL. STUDS TO CLG. 'T'

Samples from


METAL FURRING -- WALLS &CEILINGS METAL FURRING -- WALLS &CEILINGS

'n

FURRE8WALL@FLOI R

I

II r i"

14


HANGER WIRE CONTROL JOINT1-1/2" CARRYING CHANNEL SOUND ATTENUATION BLANKET3/4" FURRING CHANNEL RIGID INSULATION~~i~~~~TS'r0'B§ CONSTRUCTION M1E~e~LL ANGLE @ CLG.FURRING STUDS/BRACKETITIE FURRING CHANNELGYPSUM WALLBOARD METAL RUNNER

~1'6~r\:f'~1~~SIWATERPROOFING ~9~L~Vuo$ln{;3&~~NNELHOOKSITRACKSIWALL-MOUNTED FIXTURESMETAL STUDS ~ 16" o.c.wm~~R~WMPSl~l}~~~XlSETS STAGGER STUDSCHANNEL FLOOR RUNNER/ANCHORS ~M81~8ce~W~F8~~FINISH FLOOR/SUBFLOOR/SLAB CHASE WALLGYPSUM WALLBOARD FLOOR TRACK~~8~~N1v~~p';D. ~~~h1mjf~K~~ECORNER BEAD ' CONT. SPONGE RUBBER GASKET, 1/2" X 3" (@ clg.)

SUSPENDED CEILINGFASTEN METAL STUDS TO CLG. 'T'

If

FURRED CEILING

IIIl:~

Samples from


METAL HANDRAILS

-h----

! --

\ -

~--

RAILING @ WOOD FRAME WALLRAILING @ METAL PARTITION

METAL HANDRAILS

DETAIL DATA CHECKLISTHANDRAILS, BRACKETS, AND ANCHORSWall connecllon systems include:_Horizontal steel stud fastened to vertical metal wall studs; anchor handrail through wall with expansion

_Slg~plala welded to wall studs_Metal spacer set in plaster wall with space for expansion bolt insert_Expansion bolts in concrete or masonry walls threaded end connection for handrail support_Cast in place brackets, such as for newels and handrail posts supported at the edge of landings and floor

slabs_Wall-mounted handrails must be at least 1-1/2" from the wall and not intrude on the legally required stair width_All railings must be able to sustain a load of 200 pounds applied in any way at any point_Ends of handrails must be turned into newel posts, floors, to walls_See manufacturers' catalogs and building code requirements for additional detailing instructions, references, and

sample notation

~RAILING @ MASONRY OR CONCRAIL POST @ SLAB


HANDRAIL (MATERIAL & SIZE)

~~~~W~INv.m~PE & SIZE)

~~15.~I)WJ~~ll?£I/~1mW~8INTS SMOOTH,

PIPt~WAILbWELDED CONNECTION,GRIND SMO TH, PAINTED

~~Wkl.'!fJpP:8IWsW~'~l'J.C.MAX. SPACING

~:r~~~~IIUIl~N.~oI-HORIZ. & VERT., f.LLJOINTS TO BE vvt:LDED, GRIND SMOOTH

STEEL PIPE SLEEVE

~~'tI~ROUND, TYP.

s~1ft: ~1/lfsW~~lltl'~I~;~lWLWO'

COUNTERSUNK HOLE FOR POURING LEAD;INSERT 1/4" FLAT HEAD METAL SCREW INTO LEAD

SEAL JOINT WITH NON-PREFORMED JOINT SEALANTBEFORE PAINTING

GROUT FILL BEHIND BRACKET

K!I~~a~~~ffi !W4lf'B!~.~'lM/-f}/j~Sun"&frs~~'-o" O.C.

MAX. SPACING

~~r~~I~, WELD TO PLATE, GROUT IN PLACEBED PLATE IN SEALANT FOR EXTERIOR USE

~ASTJWlt.l(ca~I::k~~!fJ!Ilr;;o.c., SECURE TO CONC.

~~1%f.'~'&~%~~S~L. STUD CONST.WALL BRACKETMETAL SPACERMETAL BACKINGEXPANSION BOLTS

STAIR HANDRAIL Wall-Mounted STAIR HANDRAIL Wall-Mounted

Samples from


METAL LOUVERS METAL LOUVERS

NOTATIONCHECKLIST

SEALANTCHANNEL FRAMEANCHORINSECT SCREEN/BIRDSCREENWEEP HOLES


METAL LOUVERS_See manufacturers' catalogs for standard sizes, finishes, and materials._Detail drawings are included mainly to show special anchoring conditions--screws, anchor bolts, etc., in

wood frame, metal frame, masonry, or concrete wall construction._See manufacturers' and suppliers' catalogs for detail design data and specifications._See manufacturer's recommendations for special anchor requirements for different kinds of construction.

Sight ProofBar GrilleInverted V

Metal Louvers -- 2" Wide

Z Louver

Metal Louvers -- 4" Wide

Z Louver Inverted V Bar Grille

tSight Proof

Samples from


METAL STAIRS METAL STAIRS

[ f------<~<=~=~=~~~ ~/5

'~--"/5

/5~

~

METAL STAIR Pan Type,Cement Treads

I

yy

yy cr------« /5

\F~~~="/5

/5/5

/5/5

~

/5/5 METAL STAIR Pan Type,

~ Cement Treads


gili~f~~J;AJ~SreqUired for incombustible fire exits, often fabricated to order in specialty shops and shipped tothe site for installation. See your building code for design requirements.

Component sizes:_Typical stringer is C12 (12" channel) or C10, 15.3 steel_Steel channel at edge of reinforced concrete landings to match stringer size_1/4" thick steel plate angle connectors_5/8" diameter bolt connections to structure or welded to steel framing_Two 1/2" or 5/8" anchor bolts through plate at base of each stringer for floor connection

Treads:-_Pan type with cement and non-slip surface

_Provide landings at every 15 risers maximum_Non-slip steel -- ribbed, perforated, checkered, or grate - with open riser_Precast concrete on brackets atop stringer or on angles welded to channel stringer

_Design rules of thumb:_An overall stair angle of 30 to 35 degrees is most comfortable to use_Treads and risers must not vary in size over 1/8" at any point in the run_Optimum riser size is 7 to 7-1/2" with optimal tread of 9-1/2" to 10-1/2"_Provide dirt-blocking angle "sanitary cove" at bottom edges of closed

risers


[

METAL STAIR Open Riser,Steel Tread

CONCRETE TREAD/REINFORCINGSTEEL PANSTEEL CARRIER ANGLECHANNEL STRINGEROPEN GRATE TREADSTEEL CHANNEL STRINGERANCHORS"READSUPPORTFIN. FLOOR ELEV.P ST TERRAZZO

TREINFORCINGED IN PLACE TREADS

STEEL PAN STAIRSTEEL STAIR TREADSAFETY ABRASIVE NOSING

f~~~Ii.'t~l).'6~~'kISERSREINF'G. MESIQ ATTACH W"ACK WELDS

J?J~~b8R1~~~~~8iDRfs~rJNF.CHAlIlNEL, SEE STRUCTURAL DWGS.

STEEL GRATING WITH BEARING BARS &CROSSBARSCHANNEL STRINGER1/4" BOLTSEXPANSION BOLTS

~i5trl@'I=~:~ND & 2" O.C. RISER WORKPOINT

PLUG WELDSSTEEL ANGLECOUNTERSUNK BOLTCONT. 3" X 3" X 1/4" ANCHOR TOWEMb'tY{)(fE~tHORBOLTSPLATFORM SUPPORT TEECHANNEL HEADER BY STAIR MFR.CARRIER ANGLE

~mkf~lfISP-hf.otr8~ PLATFORM& ONE UNDER EACH'1READ (1il STAIR

1-1/2" DIA. PIPE RAILING; WELD 10CHANNEL

Samples from


METAL THRESHOLDS METAL THRESHOLDS

ITdEXTERIOR THRESHOLDInterlocking

IT/ ~EXTERIOR THRESHOLDInterlocking

DETAIL DATA CHECKLISTTHRESHOLDS

Note: You can combine these threshold details with varied flooring details in this book to create many specialcombinations.

_See manufacturers' and suppliers' catalogs for standard sizes, detail design data, materials, and finishes._Thresholds are primarily to hide the joint-line at changes in flooring and block weather, air infiltration and sound_Detail drawings are mainly to show:

_The profile of thresholdsFloor construction

=Change in floor materials at joint linesConnection to the floor

=Exterior caulking, flashing, weatherstripping_Required special sound or light insulation

_See manufacturers' recommendations for connections to varied floor construction.

IT~EXTERIOR THRESHOLDInterlocking

EXTERIOR THRESHOLDFlat W/Latch Track

IT~

EXTERIOR THRESHOLD FlatSaddle

EXTERIOR THRESHOLDVinyl Insert

NOTATION CHECKLIST,SAMPLE NOTESDOOR TYPEHOOK STRIPBUMPER STRIPCAULKING OR PAN WIWEEP

DOOR, SEE DOOR SCHEDULETHRESHOLDMETAL THRESHOLD SET IN CAULKSADDLE & PLATE SIZE VARY W/HINGE SIZEANCHORSGROUTS T

E MASTICSTOP

~L 8;mIE FINISH SCHEDULEFINISH FLOORSETTING BED

Samples from


METAL TOILET PARTITIONS METAL TOILET PARTITIONS


METAL TOILET PARTITIONS

_See manufacturers' catalogs for standard sizes, finishes, and materials._Detail drawings are included mainly to show special anchoring conditions-screws, anchor bolts, etc., in

wood frame, metal frame, mason~, or concrete wall construction._See manufacturers' and suppliers catalogs for detail design data and specifications._See manufacture~srecommendations for special anchor requirements for different kinds of construction.

STEEL CHANNEL CONT. @ PARTITIONS, DRILLBOTTOM FOR SUPPORT BOLTS BY PARTITION MFR.

~~~LLED HOLE, SLEEVE & INSERT @ CLG.TO SUPPORT BOLT PENETRATION AS REQ'D.

TOILET PARTITION & CLG.-MOUNTED ASSEMBLYBY PARTITION MFR.

TOILET PARTITION BOLT ASSEMBLYBRACE TO STRUCTURE ABOVECEILING-HUNG UNITS


BRACKETFASTENERSSTALL PARTITIONPILASTERTRIMANCHORDOOR HINGE/LATCHFLOOR CONSTRUCTIONCEILING CONSTRUCTION

METAL TOILET PARTITIONMETAL TOILET PARTITION

METAL TOILET PARTITION@Wall

METAL IOILET PARTITION@Pilaster

METAL T81LET PARTITION@ oor

METAl.TOILET PARTITION@Floor

J:I, \ ii' I T""

1 1

METAL TOILET PARTITION@Ceiling

METAL TOILET PARTITION@Wall&Post

Samples from


OVERHEAD CABINETS OVERHEAD CABINETS


Bottom Back Bottom Back

\

Bottom Back

FINISH SURFACE~~Yr1R.Q.l:f~~II~l$lilBARDBLOCKINh (MATERIAL & SIZE)ADJACENT MATERIALSHARDWAREIANCHORDOOR/DRAWERPROVIDE BLOCKING TO RECEIVE MILLWORKITEMSPLASTIC LAMINATE3/4" PLYWD. TOP WI HDWD. EDGING

~~~l~!~!~K~~:~CKSPLASH'SHELVES WI 1/2" X 3/4" HDWD. NOSE

FACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWD DIVIDERS1/4" PLYWD. BACKRECESS 1/4" HARDBOARD OR PLYWD. BACK2X4 FRAMING3/4" PLYWD. BOTTOM WI WOOD EDGING

~mm=O~IQ~S~~~ERON PLYWD.

3/4" X 3-1/16" HARDWOOD EDGE, EASE EDGES2 X 4 FRAME @ FLOORADJUSTABLE SHELVESRECESSED SHELF STANDARDSSURFACE MOUNTED ADJ. SHELF STD'S. WI BRACKETSFIXED SHELF3/4" PLYWD. SHELF W/1X2 SUPPORT CLEAT &

1 X 3 EDGE STRIP

1~ H§\~ffii~~S~P~~~AX.

;V~"fWS'(J~~tiW~WAte~~c~RJ~~ 1/4" DIA.TOGGLE BOLTS 24" O.C.

ST'W7ls~tl~~~1'~" o~8.H@DJ:~. ~~~I~~f~~~~'WoOD DRAWER SIDES, HDWD. DRAWERFRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BOTTOM

~~'D'fN133b'\JWlficl'b~1!~~~-vTRACKPROVIDE FINGER PULLS & LOCK, SAFETY GLASS

1\I t,~I

Bottom Back Bottom Front

f=u~- ~

t I

Bottom Front Bottom Front Bottom Front

Samples from


OVERHEAD CABINETS OVERHEAD CABINETS

Top Back Top Back

IV

Top Back

NOTATION CHECKLIST,SAMPLE NOTESFINISH SURFACE~~WR.B.o/~tWll~'SlilBARDBLOCKiiiih (MATERIAL &SIZE)ADJACENT MATERIALSHARDWARE/ANCHORDOOR/DRAWERPROVIDE BLOCKING TO RECEIVE MILLWORK ITEMSPLASTIC LAMINATE3/4" PLYWOOD TOP WIHARDWOOD EDGING

~~tt~~I~~~~~~~~~~)'M;ACKSPLASH,3/4" PLYWOOD TOP, SIDES~IVIDERS &

SHELVES W/1/2" X 3/4" HARDWOOD NOSEFACE OF WALLSPLASHPLASTIC LAM. SCRIBE STRIP3/4" PLYWOOD DIVIDERS1/4" PLYWOOD BACKRECESS 1/4" HARDBOARD OR PLYWOOD BACK2X4FRAMING3/4" PLYWOOD BOTTOM WIWOOD EDGINGCHAMFERED TRIM PIECE

FLUSH DOORS, OAK VENEER ON PLYWOOD~/~'fF3RJ(~~ ~A~~o'1>~OD EDGE, EASE EDGES

ADJU SHELVESRECE ELF STANDARDSSURF UNTED ADJ. SHELF STD'S. WI BRACKETSFIXED3/4" PL . SHELF W/1X2 SUPPORT CLEAT &1 X 3 EDGE STRIP

1*B~~¥~SIJl~~~AX.~/f:rW~~~X[I(i~BWOW~"'~GINGDIA. TOGGLE BOLTm~4" O.C.

ST~LS¥~~~N~l-'~" oEH@DJV. ~~~IK:(~f~

~OO~'WoODDRAWER SIDES, HARDWOOD DRAWERFRONTSDRAWERS ON EXTENSION SLIDES1/4" DRAWER BOTTOM

S'~;~b-3[;·tA!!W~d'b~1:!1~\-v TRACKPROVIDE FINGER PULLS & LOCK, SAFETY GLASS

Top FrontBackTopackTop B

/

L

Top Front Top Front Top Front

Samples from


PARKING BUMPER PARKING BUMPER

mrr-~---,------JII

II

II

II

II

LI

PARKING BUMPERPrecast Concrete

PARKING BUMPER PARKING BUMPERPrecast Concrete Asphalt

DETAIL DATA CHECKLISTPARKING

tBUMPERS

. Precas concreTe- 3/4" chamfer is typical

-Available in 4' to 5' lengthsAnchor with 3/4" rouncf, 24" long pipe anchor, 2 per bumper

°'tse 2 #5 bars, 18" long---Water drains may alsooe provided in longer bumpers- (3-1/2"x 1-112" tioles at bottom of bumper)Doweled Curb

- Form on paving.surface-Reinforce with 114 bars vertically @ 4' o.c.EXtruded Curb

- Epoxy to paved surface~l2.halt

- _Typical size is 8"x8"

~I

IIIIIIIIIIIIIILI

PARKING BUMPER Wood

I L 1fQJ----+J l

PARKING BUMPER GUARD Wood


BUMBER CURB(TYPE & MATERIAL)DOWEL/ANCHORMASTICPAVING/BASE/SUBGRADE

(A typo width of wheelstop 6' to 7',typo ht. 6" to 7-1/2" tYPo depth 8" to 10"wI angled or chamfered sides)

(typ. rebar location 12" to18" from each end)3/4" CHAMFERP~~K~~~I~~:,~~eD~~T~fWI #5 DIA. DIAGONAL

2 - 5/8" X 1'-0" REBAR DOWELS2 - 3/4" HOLES THRU CURB

W/2 - #5 BARS 18" LONG3000 PSI CONC. W/3 - #3 BARSPAINTED STRIPES

~~R~)~'ft,rT~1I2"WATER DRAINS20" FROM EACH END

M~~~~~i~~CW~JNCHOR, 5/8" X 16" STL

(for wood)

Y?)(1~~~LW~DGE(rail)6 " X 6" H20.0 (posts: ht I fig. varies,

for example -21" ht. above fin. grade,in 24 " cone. fill in form below grade)

PAINTING NOTE: BUMPER GUARD - WHITE,POSTS-BLACKNAMEPLATES -BLACK ON WHITE,UPPER CASE LEITERS 1-1/2" HIGH

Samples from


PASSENGER ELEVATORS

JAMBSide Opening Elevator

Ul-----_U

t-~~-+ ---~----

JAMB Single SpeedCenter Opening Elevator

u uJ--------M--I ----Jl\ n f JAMB Two Speed~J ~ Side Opening Elevator

U U

JAMB Two Speed

U Center Opening Elevator U1--------

PASSENGER ELEVATORS

NOTATION CHECKLIST:FINISHED SILL PROJECTIONPLATFORMRUNNING CLEARANCESTRUCTURAL SILLFASCIAFINISHED HEADERIJAMBITHRESHOLD

Samples from


PASSENGER ELEVATORS

HEAD & SILLSingle Speed Center & Side Opening

PASSENGER ELEVATORS

NOTATION CHECKLIST

FINISHED SILL PROJECTIONPLATFORMRUNNING CLEARANCESTRUCTURAL SILLFASCIAFINISHED HEADERIJAMBITHRESHOLD

HEAD & SILLTwo Speed Center & Side Opening

Samples from


PAVING & PAVERS PAVING & PAVERS

BRICK PAVING EDGE On Concre18RICK PAVING EDGE On Concrete

BRICK PAVING ThinPavers on Concrete

--

=::III=::I IIII="

'\'\ --

- - -

~ :'1 /- --

4

BRICK PAVINGOn Sand

BRICK PAVING- Sizes:

-- 4x4,4x8,4x12,6x6,8x8,12x12=Hexagons: 5-3/4, 8, and 12 inches__Depth 1-1/8" to 2-114"

__Waterproof by placing brick over:__15 lb. roofing felt, over 1/2" to 1" stone screenings, over 4" gravel

__Ove9~ neoprene tack coat over 3/4" bituminous setting bed, over cutback asphalt primer,over a concrete slab

__May be laid with:__Mortar joints

__Require careful tooling to block moisture__Sand poured into the joints__Nothing in the joints

Layover:-- 3" or thicker concrete slab

=Over 3/4" mortar setting bed__4" asphaltic concrete

__Over 3/4" bituminous setting bed2" to 4" sand base

-- Over 15 lb. felt--Over firm s.QilBrush dry sand into joints

Tamp and level sand__Add mix of cement with sand for tighter joints

__Provide solid border board support or joints will open and pavers will dislodge

BRICK PAVINGOn Aggregate

I I

BRICK PAVINGOn Asphalt


PAVER UNITSSETTING BEDCONCRETEREINFORCING

ebW'mOUEXPANSION JOINTS (TYPE &SPACING)AGGREGATE BASECOMPACTED SUBGRADE

ORIGINAL GRADEFINISH GRADE~~8~Ml-l74<;(~~W~c!>~r.~RFOR DRAINAGECONCRETE W. 6 X6 -10 GAUGE WIRE MESHCONC. SLAB W. 6 X 6 X #10/#10CONC. WALKW/6X6 10/10WW.M.~oB'OOPJb~IDq@lb~8.INTFILLER STRIP


~'2J~T(~)}~lb~ f3@~~ 18" DOWEL BARS

~CJP: 1'3WM~,s~L ONE END OF DOWELEXF1A'NSIB~ J6iNT FILLER MATERIAL@ 16" O.C. MAX.GALV. METAL KEYWAY WI EDGE EXPOSEDB6Jv,'M~.lO~T~~OJ~.C.PRE-MOLDED EXPANSION JOINT @ 20'-0" O.C. TYP.PAVING BRICKS IN SETTING BEDSLOPE TO DRAIN AS INDICATED ON PLANS~~~'ilW;'§%PAVERVAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVELSAND CUSHIONCOMPACTED EARTH FILL AS REQ'D.

~~&m"&~~~~§~1MHr-Uc~k. B~5r~J)ILL6" CRUSHED AGGREGATE BASE ~ 2" asphaPt paving)IRON ORE BASE

BRICK STEPS On Concrete

Samples from




F

CONCRETEPAVING 6"Driveway

ASPHALT BLOCKPAVING OnConcrete

ASPHALT BLOCKPAVING OnSand/Gravel

DETAIL DATA CHECKLISTCONCRETE PAVING_~ecommenclea thicknesses for concrete slabs are:

_4" for walks, patios, and drives_5" to 6" for roads, public sidewalks, and areas with heavy vehicular traffic_Pour slab over a gravel base 4" to 8" thick, depending on thickness of concrete and nature of soil_Slope surface of slab 2 or 1/4" per lin. foot minimum_Surface treatments:_To reduce slipperiness:

_Broom finish_Spread abrasive grains on wet concrete_To achieve exposed aggregate surface:_Sandblast_Finish top slab with light water spray before curing and brushing_Reinforce slab with 4x4x4/4 or 6x6x1 0/1 0 woven wire mesh fY'IWM)_Provide 2" cover over the reinforcing

_Expansion Joints:_Placement varies with climate_Average 30' o.c. in walks_15' to 20' squares in larger areas of concrete

_Dowelling:_1/2" to 1" diameter dowel in sleeve, coated with graphite; 12" to 24" long,

12" t 36" .._Gap In Sab fiI?e~ with premolded or poured joint filler

Control Joints:-Can be tooled or saw cut=1/8" thick nonferrous strip, or poured joint filler, or no filling_Joint must be 1/4 of the depth of the slab to be effective_Edges of slab at joint should have1/8" radius_Joints may be dowelled (as above), without sleeve

ASPHALT CONCRETE PAVERS_Sizes for concrete:

_ 4x8, 8x8, 6x12, 12x18, 12x24, 18x18, 24x24 square; 24x30, 24x36, and 24" hexagon_Depth: 2" to 4"

OR_Lay pavers over 2" of sand, over 2" to 5" of gravel_Over 3/4" bituminous setting bed, over a concrete slab_Lay interlocking concrete pavers with sand-filled joints over 1-1/2" of sand, over 2 courses of gravel (8")_Asphalt sizes: 5x12, 6x12, 8x8, and 8" hexagon_Depth: 1-1/4" to 3"_Provide solid border edge support, or joints will open and pavers will dislodge



~tm'rROUEXPANSION JOINTS (TYPE & SPACING)AGGREGATE BASECOMPACTEDSUBGRADE

ORIGINAL GRADEFINISH GRADE~r8IfWI74C;;~~W~O~r.~R FOR DRAINAGECONCRETE W. 6 X 6 - 10 GAUGE WIRE MESHCONC. SLAB W. 6 X 6 X #10/#10CONC. WALK W/6 X 6 10/10 W.w.M.~OB'OOPJb~@~Ye&1lQ~8.INTFILLER STRIP


~'2I~T(~)!J-fo~~&~~ 18" DOWEL BARS

~~F 1s~~fk~5lL ONE END OF DOWELEX~ANSIB~ j6iNT FILLER MATERIAL @ 16" O.C. MAX.GALV. METAL KEYWAY WI EDGE EXPOSEDm~£fM-rST.A~_o.)~.C.PRE-MOLDED EXPANSION JOINT @ 20'-0" O.C. TYP.PAVING BRICKS IN SETTING BEDSLOPE TO DRAIN AS INDICATED ON PLANS~E!.l1~~~~PAVERVAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVELSAND CUSHIONCOMPACTED EARTH FILL AS REO'D.~J!,Cff&.R(M~~~§mMHJ.,lJ~k. B~5f~J)ILL6" CRUSHED AGGREGATE BASE l~ 2" asPhaR paving)IRON ORE BASE

Samples from



rSTONE PAVINGOn Concrete

r <l ~r ---III~

I=C:STONE PAVING

On Concrete


STONE,PAVING ._Granite paver sizes:

_4x4,4x8,5x8,8x8,12x12_Depths: 2",3",4", and 10"

_Install granite on rigid base and mortar for stability and/or if there will be heavy traffic_Install on flexible base for light trafficSlate sizes:

-_4" min. widths x random lengths_Depths: 3/4" to 2-1/2"_Install slate on flexible base with no mortar; keep well drained_Stone thickness in general:

_3/4" thick if laid on mortar setting bed1-1/2" minimum thickness if laid on sand

_Provide solid border edge support, or joints will open and pavers will dislodge



ebW-mOUEXPANSION JOINTS (TYPE & SPACING)AGGREGATE BASECOMPACTEDSUBGRADE

ORIGINAL GRADEFINISH GRADE~~8~MJ-I74G~~W~(!J~F.~R FOR DRAINAGECONCRETE W. 6 X 6 - 10 GAUGE WIRE MESHCONC. SLAB W. 6 X 6 X #1 0/#1 0CONC. WALKW/6X6 10/10W.W.M.~oB~Jb~ID%~lb~8.INTFILLER STRIP


~~~T(~).tl-fo~~&~~ 18" DOWEL BARS

~~P: 1'fft9&~,s~L ONE END OF DOWELEXPXNsIB~ j6iNT FILLER MATERIAL @ 16" O.C. MAX.GALV. METAL KEYWAY W/ EDGE EXPOSED

BfilvK~~rc~T~'W:OJ~.C.PRE-MOLDED E~ANSION JOINT @ 20'-0" O.C. TYP.STONE PAVERSPAVING BRICKS IN SETTING BEDSLOPE TO DRAIN AS INDICATED ON PLANS~El.~~q,~PAVERVAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVELSAND CUSHIONCOMPACTED EARTH FILL AS REQ'D.~~tftm"&K&~~~~~~MHf~~k. B~5f~J)ILL6" CRUSHED AGGREGATE BASE t@2" asPhaPt paving)IRON ORE BASE

STONE PAVINGOn Sand/Gravel

n

CONCRETE BLOCKGRID PAVERS

lL II =C:STONE PAVING I

On Sand

t

STONE STEPS On Concrete

Samples from


PAVING &PAVERS PAVING & PAVERS

WOOD BLOCKPAVING On Concrete

ASPHALTICCONCRETE PAVING

WOOD PLANKWALKWAY

ASPHALT PAVING


WOOD BLO.GKtORtTIMBER SECTIONS PAVERSPreserva11ve rea elf ~

-2" minimum depth crosscut, 3" minimum rip cut----'imber sections 4" to 6" thick are common=Lay in 4" sand bed



~b9f-mOUEXPANSION JOINTS (TYPE & SPACING)AGGREGATE BASECOMPACTEDSUBGRADE

ORIGINAL GRADEFINISH GRADE~~~MJ-I74C;;~~W~6~r.~R FOR DRAINAGECONCRETE W. 6 X 6 - 10 GAUGE WIRE MESHCONC. SLAB W. 6X6X#10/#10CONC. WALKW/6X6 10/10W.w.M.~oBW.lb~@VV>q6»~ie.INTFILLER STRIP112" EXPANSION JOINTJOINT SEALANT & JOINT FILLER RODJOINT FILLER BOARD

1"DIA (3/4" to 1" typ.) X 18" DOWEL BARS

~~iP: ts~~fl~L ONE END OF DOWELEX~ANSI8~ jOiNT FILLER MATERIAL @ 16" O.C. MAX.GALV. METAL KEYWAY WI EDGE EXPOSEDB~'M~)O~TA~-o:,I~.C.PRE-MOLDED EXPANSION JOINT @ 20'-0" O.C. TYP.PAVING BRICKS IN SETTING BEDSLOPE TO DRAIN AS INDICATED ON PLANS~E!.~'?;~PAVERVAPOR BARRIERCOMPACTED GRANULAR FILL4" PEA GRAVELSAND CUSHIONCOMPACTED EARTH FILL AS REQ'D.~~&ffi"&KGJ&~~~mMHJ.,lJtMk. B~5iI;<J)ILL6" CRUSHED AGGREGATE BASE t~ 2" asphaR paving)

Samples from


PITCH POCKETS

T

PITCH POCKETSDETAIL DATA CHECKLISTPITCH POCKETS

Pitch pockets are enclosed caulk-filled holes or pans around a pipe, conduit, or structural support that penetrates

~~~t, pipes, conduit, or structural supports should not penetrate a roof surface. Such penetrations requireextra maintenance and are likely to be a source of leaks. In general, the best rule is to avoid roof-mountedequipment as much as possible.If such work has to be done, the connections should be in the form of well-caulked and sealed pockets. Hot-orcold-applied bitumin with fiber filler is poured or packed around the penetration, sometimes in a galvanized steelpitch pan. Then it's covered with flashing and a cap or counterflashing and integrated with the roofing seal.Coordinate the detailing for such work with the structural engineers and make sure it's reviewed during theroofing preconstruction meeting.This work should be part of the roofing contract and included in the roofing warranty.

PITCH POCKET Conduit

T T

"fPITCH POCKET Pipe


P!M'}(WiW.aU~bSUPPORT

CAP FLASHINGPITCH PAN/PITCH WELLPITCH/FLASHING COMPOUNDCANT/NAILER

Rffil~~~t'~1:0VERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTIONPITCH POCKET FILLED BY ROOFER

8W~hAL UMBRELLA, ROUND,WIDRAW BAND

GALV. METAL PITCH POCKET FILLED

G~l.%m:~~X~~PPED It:l, FILL W/PITCH24 GA. GALV. STEt:L CAP FLASnlNG,

2t'GkDc?~~~~'P~A~JOINTSEXTEND FLANGE 4" ONTO ROOF

NAILERSBASE FLASHINGINSULATION CANTRIGID INSULATION

PITCH POCKET Pipe or Structural PITCH POCKET Pipe or Structural

Samples from


RETAINING WALLS RETAINING WALLS

MASONRYRETAINING WALLBrick & HMU


RETAINING WALLS_Ground slope of 45 degrees or greater requires cribbing or retaining walls_Walls to 3' high--simple concrete, wood, or planter walls OK_Walls over 3' --L, T retaining walls or gravity wall_Waterproof the earth fill side of wall_Backfill with gravel, with drainpipe above the footing_Pipe should drain to storm sewer (may be connected to building footing drains)_Place filter cloth between gravel and soil backfill_Use Type S mortar for resistance to hor izontal forcesBRICK AND BLOCK MASONRY RETAINING WALLS (For walls with minimum horizontal loads only)_Use SW grade brick for weather resistance_Top of footing below the frost line_Provide cap or coping_Joinls--tooled S or V mortar joinls for maximum weatherproofing_Expansion joinls--vertical joints at 50' minimum_Horizontal and vertical reinforcing as per Brick Institute handbookDRY STONE GRAVITI RETAINING WALLS

Tilt stones into the hiliBatter the wall 2" high

_Base typically 16" wide_Backfill with gravel, with drainpipe along base of wall at bottom of gravel


TOP OF WALL ELEVATION

tJ~lmM~~~E (DASHED)EXPANSION JOINTS (TYPE &SPACING)MASONRY UNIT (TYPE &SIZE)

tw~~W£\~IS\SIZE&SPACING)AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTED SUBGRADEISTRUCTURAL BACKFILLFOOTINGDAMPPROOFINGPOROUS BACKFILLAGGREGATE BASE

DRYSTONERETAINING WALL

Samples from


RETAINING WALLS RETAINING WALLS

CONCRETERETAINING WALL LType

CONCRETE RETAININGWALL TType

CONCRETE RETAININGWALL L Type

CONCRETERETAINING WALL TType


CONCRETE RETAINING WALLS_Ground slope of 45 degrees or greater requires cribbing or retaining walls_Walls to 3' high--simple concrete, wood, or planter walls OK_Walls over 3' --L, T retaining walls or gravity wall_Place bottom of footing at frost line

Provide 3" minimum cover for rebar=Provide 3" diameter weep holes at 4' o.c. (maximum 10' apart)_Anchor wall sellments to each other at movement joints with:_Install 1/2" vertical expansion joints every 50'

_9n~tall contraction joints every 25' (1" wide tapered to 1/2" depth)_Seal expansion and contraction joints with waterstops

_Tapered 2x4 formed vertical key in first pour_1/2" horizontal steel rods, 12" long min. @ 12" spacings with movement sleeves on one side

_Waterproof the earth fill side of wall_Backfill with gravel, with drainpipe above the footing

Pipe should drain to storm sewer (may be connected to building footing drains)=Place filter cloth between gravel and soil backfill

NOTATION CHECKLIST,SAMPLE NOTESTOP OF WALL ELEVATION

t)~la~~~~E (DASHED)EXPANSION JOINTS (TYPE & SPACING)MASONRY UNIT (TYPE & SIZE)

00E1~~9Iffi~(SIZE & SPACING)AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTED SUBGRADEISTRUCTURAL BACKFILLFOOTINGDAMPPROOFINGPOROUS BACKFILLAGGREGATE BASE

Samples from


ROOF CURBS ROOF CURBS

PREFAB ROOFYIWJ~lation

iL-JPREFAB I

ROOF CURB

'----------"----,~&I PREFAB ROOF I

CURB


ROOF CURBS_Curbs are to prevent water entry to roof expansion joints, skylights, roof hatches, etc.

Curb materials:-_Wood sleepers nailed or bolted to roof substrate

Concrete sections-Prefabricated metalTrlstallation:

-_Curbs are placed prior to finish roofing_Finish roofing is installed up and usually over the top of the curb_Curb top is covered with a metal cap, coping, or similar flashing

Work must be coordinated with roofing, may be part of the roofing contract and, if possible, included in theroofing warranty. It must be reviewed as part of the roofing preconstruction meeting.

PREFAB ROOF CURBW/lnsulation

CONCRETE ROOFCURB


CURB (TYPE, MATERIAL & SIZE)METAL CAP/FLASHINGCANT/NAILER

R~W~&~.{COVERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTION2 X WOOD FRAMEROOF CURBPREFABRICATED ROOF CURB W/2 X 2 WOOD

NAILER & INSUL. TREATED WOOD NAILER

2X NAILERSTHRU-BOLT TO ANGLESTEEL ANGLESEALANTEXTEND ROOFING FELTS TO TOP OF CURB26 GA. FLASHINGELASTOMERIC FLASHINGCAP FLASHINGROOFING MEMBRANE & FLASHINGCANT

CONCRETE ROOFCURB

TWOOD OR PREFAB ROOF CURBW/lnsulation

~lJ ,~

I TWOOD SLEEPER ROOFCURB

~ .

TWOOD OR PREFAB ROOFCURB

Samples from


ROOF DRAINS

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAINS

DETAIL DATA CHECKLISTROOF DRAINS

Recommend 1/2" slope per linear foot as minimum slope for built-up roof construction. Roof drains at columns,midspan of long-span roof trusses, and perimeter of roof may end up at high points due to framing deflection, woodframe shrinkage, concrete frame shrinkage or creep, or building settlement. Include more and larger roof drains tohelp compensate for these common circumstances.Drains will be selected and sized by your plumbing consultant and may be installed as part of the plumbing contract orthe roofing contract. In any case the work has to be coordinated with roofing and be reviewed during the roofingpreconstruction meeting.

Drain types:_High strainer, narrow and wide, to block debris from entering the drains

Bellows connection, allows differential movement="Iat drain for flat roof areas or roof paving where there will be foot traffic


DRAIN STRAINERFLASHING CLAMP/GRAVEL STOPFLASHING

Rtw~~~t'~'COVERMATERIAL)ROOFING DECK/INSULATION

~88~ B~~r~~j!;IPJlFIED,OPENINGS FORROOF DRAINS TO BE PREFORMED

STRAINER BASKET DRAIN GUARDSTRAINERCLAMPING RINGWATER CUTOFF MASTICDECK FLANGENEOPRENE FLEXIBLE BELLOWS BODYSCREW TYPE CLAMPNO-HUB CONNECTIONMEMBRANE ROOFINGBUILT-UP ROOFRIGID INSULATIONPRECAST CONC. SLAB ON STEEL DECKING

Samples from


ROOF EXPANSION JOINTS @ WALLS/PARAPETS ROOF EXPANSION JOINTS @ WALLS/PARAPETS

OOF EXP. JOINTWALUPARAPET

OOF EXP. JOINTWALUPARAPET


EXPANSION JOINT COVERCANT/NAILER/BLOCKINGADHESIVE/SEALANT/CAULKING

RWf,*?d~~9tCOVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTIONCOPING

~tM~Lttlg1N'FLASHING, ATTACH @ CTR. OF EA.

2 rlECrREATED PLATE, 1/2" EXP. BOLTS@24" O.C.2 X 10 WOOD BLKG., SECURE TO MTL.ST@l'aH-'er.t!fK W/1/2" DIA. ANCHOR BOLT 8" LONG

MANUFACTURED REGLET & FLASHING SYSTEMG.!. FLASHINGELASTOMERIC FLASHINGBASE FLASHING OVER PLATE

FLASHING APPLIED W/ADHESIVELEAD OR ALUMINUM FLASHING

~f:?Wlt~~~~)BASE FLASHING NAILS @ 8" O.C.WEDGE &SEALFLASHING JOINT SET IN ROOFING CEMENTMETAL CAP FLASHING

~~lt-I:"W&~,t~~rJ'~8~INSTALLINGFLUSH TIGHT AGAINST WALL~H~t tt:fl9~~%~'OTC~ MORTAR BEDCOMPOSITION FLASHINGBUILT-UP ROOFINGBASE SHEET INSULATION

~lI.l;~M:~,,"S'm~1IfWOOD BLOCKINGNAILABLE CANTCONT. 4" HIGH CANT

L

I:J~OOF EXP. JOIN@ WALUPARAPE

Samples from


ROOF EXPANSION JOINTS ROOF EXPANSION JOINTSDETAIL DATA CHECKLISTROOE EXPANSION JOINT. CQVERS

_EXpansion JOints consls( 6f:_An opening or separation across a building to allow for movement, typically 1/2" to 1" wide_A waterstop between the separated structures_A premolded expansion joint filler_A block or curb to keep the joint above the roof surface and block water from entering the joint_An expansion joint cover_Type A are best quality covers for most roofing conditions

_Expansion joint cover types:_Type A: aluminum, stainless steel, or copper_Type B: elastomeric such as neoprene, with metal flanges

_For intersection of roof slab and parapets or walls_Type C: plastic low profile cover

_Not recommended except for minimal joints such asintermediate expansion joints for membrane

CONT. FIRE RETARD. WOOD BLOCKING2 'Elo~Wt¥.8.~~a.~8WA.1'5H~~NT. W/3/8"

INSULATIONBASE FLASH IN FULL BED OF PLASTIC CEMENTFIBER GLASS CLOTH EMBEDDED IN & COVERED

W/PLASTIC CEMENTFIBER CANT4" CANT STRIP CONTINUOUSFLASHING FELTSSTEEL ANGLE


EXPANSION JOINT COVERFLASHING/FLEXIBLE FLASHINGCANT/NAILER/BLOCKINGADHESIVE/SEALANT/CAULKING

Rqwltf.~W~gCOVER MATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTION

rA~~f}eAs~ml. EXTEND. OVER TOP OF

~IJr.'bOVER,SET FLANGES IN PLASTICCEMENT

FLEXIBLE JT. COVER.24 GA. STAINLESS STEEL COPINGALUM. COPINGALUM. COUNTERFLASHINGCOMPRESSIBLE INSULATIONBATT INSULATIONFIBER GLASS INSULATIONFIBER GLASS EXPANSIONTREATED NAILERS

ROOF EXPANSIONJOINT Flexible Cover




,~I I

ROOF EXPANSIONJOINT Metal Cover

Samples from


ROOF FLUSH @ WALL (2 X 4 FRAMING) ROOF FLUSH @ WALL (2 X 4 FRAMING)

ROOF FLUSH@WALL (2x4) Flat

f-'-ROOF FLUSH @ ROOF FLUSH @WALL (2x4 2:12 Slope WALL (2x4 4:12 Slope


ROOFINGROOF SHEATHING~'tSHJl:i~@ER~I~PB.FING

2 X BLOCKING/NAILER

~* Qffil&s'@TO~ g~.TEFASCIAITRIM

INTERIOR:GYPSUM WALLBOARDLATH & PLASTERWOOD PANELINGTILE

EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARDSHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEER

EXTERIOR continued:ROOF PITCHBUILT-UP ROOFINGROOFING SHINGLEROOF SHEATHINGROOF PLANKSRIDGE BOARDMETAL STRAPMETAL PLATEROOF BEAMRAFTERBEVELED RAFTERNOTCHED RAFTER

~~~~CH RAFTERCEILING JOISTSATTIC FLOORTOP PLATETYINGSCREEN VENTINSULATIONSOFFITGUTTERCEILING

ROOF FLUSH@WALL (2x4) 6:12Slope

ROOF FLUSH@WALL (2x4) 6: 12Slope





Samples from


ROOF FLUSH @ WALL (2 X 6 FRAMING) ROOF FLUSH @ WALL (2 X 6 FRAMING)

ROOF FLUSH@WALL (2x6) Flat


ROOF FLUSH@WALL (2x6 6:12Slope



ROOF FLUSH @WALL (2x6) 4:12Slope

ROOF FLUSH @WALL (2x6) 4:12Slope

ROOF FLUSH@WALL (2x6) 4: 12Slope



ROOFINGROOF SHEATHING~,/,SHJI:l~R~I~PB.FING

2 X BLOCKING/NAILER~ ~ g.ffi~sI@TO~b~.TEFASCIAITRIM


EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARDSHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEER


~Mi~ACHRAFTERCEILING JOISTSATTIC FLOORTOP PLATETYINGSCREEN VENTINSULATIONSOFFITGUTTERCEILING

Samples from


ROOF HATCHES ROOF HATCHES

DETAIL DATA CHECKLISTROOF HATCHES AND SCUTTLES_See manufacturers' catalogs for choices of sizes, fittings, and special detail conditions_Check building code fire and smoke control restrictions regarding hatches_Check whether curb roof supports are built-in to the manufactured units or whether curbs have to be

detailed and installed separately_A framed opening should be provided to receive roof hatch unit, coordinate with the structural drawings_Check whether the manufactured unit includes all required flashing, counter flashing, and blocking for

flashing

Common trouble spots:_Insufficient height above roof to block water entry, particularly from ice-dam water ponding in freezing

_V(t~Wt~6n in low or ponding area of roof_Insufficient flashing and counter flashing

ROOF HATCH & SCUTILE


ROOF HATCH &HARDWARESCUTTLE SIZEFLASHINGCANT/NAILERMETAL LADDER

RR9~~WWt'~tOVERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTIONCEILING CONSTRUCTION

ROOF SCUTTLEINSULATED HATCH DOORROOF HATCH 2'-6" X 4'-6"MANUFACTURED ROOF HATCH4"CANTBUILT-UP ROOFSINGLE PLY MEMBRANESTEEL ANGLEDECK CLOSURELADDERRIGID INSULATIONRIGID INSULATION BASE FLASHINGFOLD-DOWN STAIRCEILING JOISTS

ROOF HATCH

Samples from


ROOF LADDERS ROOF LADDERS

DETAIL DATA CHECKLISTVERTICAL LADDER OR ROOF LADDER

Roof ladders are usually selected prefabricated from a stock catalog or fabricated toorder at a specialist metal shop._Treads: 1" steel pipe or 3/4" steel bars_Width: 18" minimum, 24" preferred_Top handrail, or grab bars, spaced 24" apart_Top of handrail or grab bars 3'-6" high minimum_Mount vertical stringer 7" from wall_Roof ladder at parapet must include a metal grid stepping platformabove the parapet supported by the handrail or

grab bars

E [+]

--iA--

c'C:::rROOF LADDER ROOF LADDER


TOP RAILPARAPET COPING/CAP

~R1Rca~~%T~~T&~ACING)BENT BAR BRACKETANCHORS TO WALL

TOP OF COPINGPLUG WELD

B~NflalfBRACKET; WELD TOLADDER1-1/4" PIPEWELD ALL AROUND CLOSED END3/4" DIA. RUNGS 1'-0" O.C.2-1/2" X 3/8" FLAT BAR2-1/2" X 3/8" BENT BAR BRACKET

o

o

o

ROOF LADDER ROOF LADDER

Samples from


ROOF OVERHANG ROOF OVERHANG

I~-

ROOFOVERHANG@

FASCIA Flat

ROOF OVERHANG@ WALL (2x4) 2:12Slope

ROOF OVERHANG @WALL (2x4) Flat


ROOF OVERHANG@ WALL (2x6) Flat



ROOFINGROOF SHEATHING~'tSHJ~~R~'19.8:ING2 x BLOCKING INAILER

~* ~~S'@TOF.: b~.TE


EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARDSHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEERVENTILATION


~~~~CH RAFTERCEILING JOISTSATTIC FLOORTOP PLATETYINGSCREEN VENTINSULATIONSOFFITCEILING

ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG@ WALL (2x6) 2:12 Slope @ WALL (2x6) 4:12 Slope @ WALL (2x6) 6:12 Slope

Samples from


ROOF RIDGE 2:12 Slope

ROOF RIDGE



ROOF RIDGE


ROOFINGROOF SHEATHING~,/,SHJ~~~mo~N~,O.C.RIDGE BEAMROOF PITCHBUILT-UP ROOFINGROOFING SHINGLEROOF SHEATHINGROOF PLANKSRIDGE BOARDMETAL STRAPMETAL PLATEROOF BEAM

RAFTERBEVELED RAFTERNOTCHED RAFTER

~~W:ACH RAFTERCEILING JOISTSATTIC FLOORTOP PLATETYINGSCREEN VENTINSULATIONSOFFITGUTTERCEILING

Samples from


ROOFING TILE ROOFING TILE

----'-----f--ROOFING TILE SParapet Ridge

ROOFING TILE STile @Flat Ridge


RIDGE TILENAILERCEMENTFIELD TILEGRAVEL STOPFLASHINGNAILERFASCIABUILDING FELTROOF DECK/INSULATIONROOF CONSTRUCTIONSLOPEELASTIC CEMENTTOP FIXTUREEAVE CLOSUREWOOD DECKINGCONCRETE ROOFPLASTER LATHRAKEEND BANDDECK MOULDSTARTERCLEATSROOF EDGECAP FLASHINGVALLEY FLASHINGCANT STRIP

ROOFING TILECurved Tile @ Valley

-----'---f--FLAT ROOFINGTILE Rake

I

-

-----'---f--FLAT ROOFING TILERake

Samples from



-----L_~--

FLAT ROOFING TILERake Flashing

-----'---~--

FLAT ROOFING TILEEave

-~~--

FLAT ROOFING TILEFlashing @ Wall

----"-----~--

FLAT ROOFING TILEFlashing @ Wall

FLAT ROOFING TILEEave

FLAT ROOFING TILEParapet Ridge


RIDGE TILENAILERCEMENTFIELD TILEGRAVEL STOPFLASHINGNAILERFASCIABUILDING FELTROOF DECK/INSULATIONROOF CONSTRUCTIONSLOPEELASTIC CEMENTTOP FIXTUREEAVE CLOSUREWOOD DECKINGCONCRETE ROOFPLASTER LATHRAKEEND BANDDECK MOULDSTARTERCLEATSROOF EDGECAP FLASHINGVALLEY FLASHINGCANT STRIP

Samples from


l

ROOFING TILE

FLAT ROOFING TILEFlat Roof Ridge

FLAT ROOFING TILERidge Piece

FLAT ROOFING TILERidge Piece

ROOFING TILE

NOTATION CHECKLIST,SAMPLE NOTESRIDGE TILENAILERCEMENTFIELD TILEGRAVEL STOPFLASHINGNAILERFASCIABUILDING FELTROOF DECK/INSULATIONROOF CONSTRUCTIONSLOPEELASTIC CEMENTTOP FIXTUREEAVE CLOSUREWOOD DECKINGCONCRETE ROOFPLASTER LATHRAKEEND BANDDECK MOULDSTARTERCLEATSROOF EDGECAP FLASHINGVALLEY FLASHINGCANT STRIP

FLAT ROOFING TILEValley

Samples from



--,---'t--

't-

ROOFING TILE Curved STile@Rake

---'---'t--

ROOFING TILE CurvedTile@Rake

't-ROOFING TILE CurvedTile@ Eave

ROOFING TILE Curved STile@Wall

't-

ROOFING TILE CurvedTile@Wall

't-

ROOFING TILECurved Tile @ Wall


RIDGE TILENAILERCEMENTFIELD TILEGRAVEL STOPFLASHINGNAILERFASCIABUILDING FELTROOF DECK/INSULATIONROOF CONSTRUCTIONSLOPEELASTIC CEMENT

TOP FIXTUREEAVE CLOSUREWOOD DECKINGCONCRETE ROOFPLASTER LATHRAKEEND BANDDECK MOULDSTARTERCLEATSROOF EDGECAP FLASHINGVALLEY FLASHINGCANT STRIP

Samples from


SCUPPERS

!~

SCUPPERS

DETAIL DATA CHECKLISTSCUPPERS

Scuppers are non-corrosive sheet-metal channels or box tubes to direct water off a roof or through a parapet.Overflow scuppers are a must in parapet roofs. Position these to drain away rain water that may be backed up andblocked by clogged roof drains.Provide at least one, preferably two, to drain rain water out to an area that won1 be harmed by intermittentspillover.Well-flashed and caulked 26 gauge galvanized steel or comparable copper construction is typical.

SCUPPER @ ROOF EDGE

SCUPPER THRU PARAPET

SCUPPER @ ROOF EDGE



R[t9~~~t'~'COVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTION

SAMPLE NOTES:EDGE OF ROOF MEMBRANEFASCIA COVER

~~~bt:9MW¥kT.~~.~~MoERTHAN SCUPPERPROVIDE 3" OVERLAP TO GO OVER ADJ. FIBER CANT

8~~"{~~~t,mT~~~rSWSCUPPER,SOLDER ALL JOINTS

GALV. SHEET METAL SCUPPER & HEADERTREATED WOOD BLOCKINGELEV. OF ROOFSEALANT ALL AROUNDEMBED FLANGES COMPLETELY IN PLAS. CEMENTFIBER GLASS CLOTH IN PLAS. CEM.FEATHERED EDGE STRIPTAPERED EDGE STRIP

OVERFLOW SCUPPER THRU PARAPET

Samples from


SHED ROOF @ WALL/ROOF @ PARAPET SHED ROOF @ WALL/ROOF @ PARAPET

t-

SHED ROOF @ WALL(2 X 4) 4:12 Slope

ROOF @ PARAPET WALL

SHED ROOF @ WALL(2 X 6) 4:12 Slope


2 x STUDS @ " O.C.2 X SOLID BLOCKING/NAILERROOFINGROOF SHEATHING~stSHJ~~~mo~N~,O.C.LEDGER

INTERIOR:GYPSUM WALLBOARDLATH &PLASTERWOOD PANELINGTILE

EXTERIOR:THERMAL INSULATIONGYPSUM WALLBOARD SHEATHINGWOOD SHEATHINGMOISTURE BARRIERLATH & PLASTER/STUCCOWOOD SIDINGMASONRY VENEERROOF PITCH

EXTERIOR continued:BUILT-UP ROOFINGROOFING SHINGLEROOF SHEATHINGROOF PLANKSRIDGE BOARDMETAL STRAPMETAL PLATEROOF BEAMRAFTERBEVELED RAFTERNOTCHED RAFTER

~~'M~CH RAFTERCEILING JOISTSATTIC FLOORTOP PLATETYINGSCREEN VENTINSULATIONSOFFITGUTTERCEILING

Samples from


SHEET METAL ROOFING SHEET METAL ROOFING

It-SHEET METALROOF EAVE

It-

j

It-SHEET METAL ROOF 5..HEE"IMETAL ROOF EAVEPITCH BREAK @ WA L


FLAT SEAMBATTENFLASHINGSTANDING SEAMSNAP CAP ANCHOR CLIPCLEATMETAL ROOFINGROOFING FELTROOF DECK/INSULATIONROOF CONSTRUCTIONPREFAB RIDGE PIECE

MTL. ROOFING. 1-1/2" W. X 2" H. BATTEN @ 24" O.C.METAL ROOFING HIP COVERPLYWOOD SHEATHINGTYPE "w" VALLEY CONT. FLASH. BY MTL.

ROOFING MFR.CLOSURE BY MTL. ROOFING MFR.

~~~~&We: ~88~1~8. ~~.& SEAM

~T T~~n~T~~T~bE

Samples from



SHEET METAL ROOFFlat Seam @ Eave

SHEET METAL ROOFFlat Seam

SHEET METAL ROOFFlat Seam


FLAT SEAMBATTENFLASHINGSTANDING SEAMSNAP CAP ANCHOR CLIPCLEATMETAL ROOFINGROOFING FELTROOF DECK/INSULATION

SHEET METAL ROOFFlat Seam & Batten

ROOF CONSTRUCTIONPREFAB RIDGE PIECEMETAL ROOFING HIP COVER

MLr~~~~~~~.X 2" H. BATTEN @ 24" O.C.TYPE "W" VALLEY CONT. FLASH. BY MTL.


~~~~~&mr: ~88~1~8, ~~.& SEAM

SHEET METAL ROOFFlat Seam @ Parapet

SHEET METAL ROOFFlat Seam @ Ridge

SHEET METAL ROOF FlatSeam & Batten

Samples from



---,,-~-----,--

SHEETJ/lETAL ROOFBatten @ Eave

l'SHEET METAL ROOFBatten Seam @ Ridge

SHEET METAL ROOFBatten Seam

SHEET METAJ., ROOFBatten Seam @ Ridge



SHEET METAL BOOFStanding Seam @ Eave


MLr~~~~~~.X 2" H. BATTEN @24" O.C.TYPE "W" VALLEY CONT. FLASH. BY MTL.


~~~~Lf{/. me: ~88~1~a. ~~.& SEAM

SHEET METAL BOOFStanding Seam @ Eave

Samples from



SHEET METAL ROOF StandingSeam

SHEET METAL ROOF Standing Seam @Batten




~~\Wf.~i~~~.X 2" H. BATTEN @ 24" O.C.TYPE "W" VALLEY CONT. FLASH. BY MTL.


~~~~~me: ~88~1~8. ~~.& SEAM

I1~1SHEET METAL ROOFRidge Piece

SHEET METAL ROOF PrefabStanding Seam

SHEET METAL ROOFPrefab Standing Seam

SHEET METAL ROOFPrefab Batten

Samples from


SHIPS LADDER

SHIPS LADDER SHIPS LADDER

SHIPS LADDER


~~~~~~Paa~ersare typically used in tight spaces in mechanical rooms or industrial spaces They're usuallyselected prefabricated from a stock catalog or fabricated to order at a specialist metal shop._60 degree mounting angle is typical_Width: 18" minimum, 24" preferred_Treads of checkered plate or open grating steel to ensure non-slip surface and prevent accumulation of

slippery substances such as water and grease_ Tread-to-tread height is 12" maximum, 10" preferred_Stringers are from stock steel channels_Anchor the stringers to floor and wall construction with minimum 3/4" diameter expansion bolts, pre-"Iset bolts,

or through-bolts_1" or larger diameter pipe rail at one or both sides

NOTATION CHECKLIST

PIPE RAILMETAL TREADSSTRINGERTREAD BRACKETSANGLEWALL ANCHOR/FLOORANCHOR

Samples from


SIGNS

~~-----~

SIGN Left TUril :t~

o

:tSIGN POST & SIGNCONNECTION

SIGN No Entry:t--

J lSIGN POST FOOTING

SIGNS


Slg~et and directional signs are usually purchased ready-made orfabricated as variations on common sign types and styles.Local highway and street jurisdictions usually provide exact design standards and specifications.and to indicate anchoring to the ground or pavement.

_Detail drawings are included mainly to show desired sizes and types_Besides data provided by governing agencies, see manufacturers' and

suppliers' catalogs for additional design data, details, and specifications._See manufacturers' recommendations for anchoring.


SIGN (MATERIAL &FINISH)SIGN POST (MATERIAL, SIZE

&SHAPE)BOLTS/ANCHORFINISH GRADE/PAVING/SLAB/

CURBSUBGRADE1-314" X 3" BRONZE ANODIZED

ALUM STANDARD4 X 4 CEDAR POST

~'l.Blh~m~~,I~§l>'[~~riPEBORDER ON WHITEBACKGROUND

CONCRETE FOOTINGFOOTING/PIPE SLEEVEBACKFILUAGGREGATE/SAND

Samples from


SKYLIGHTS SKYLIGHTS


SKYLIGHTS

Skylights are usually Installed as ready-made manufactured units so most detailing and installation will beas per manufacturers' recommendations. The catalogs provide numerous options of glazing types, fixedor operable, single or double glazing, etc. Skylight design is highly regulated, so consult all applicablebuilding code standards._Extruded aluminum frame with integral base and acrylic dome is typical_Square and rectangular units are typically sized at from 2' to 8' in each direction_Curbs are required to block penetration of water, ice and snow at roof level_Curbs may be integral or designed as part of roof construction

Materials and sizes:_Double glazing helps mitigate condensation_Exposed gaskets will fail due to solar and weather exposure_Provide sloping gutters between adjacent skylights to drain condensation

SKYLIGHT Pyramid-Wood or Prefab Curb

SKYLIGHT Pyramid-Insulated Deck

}r,1

SKYLIGHT Pyramid-Concrete Curb

SKYLIGHT PyramidIntegral Curb


FRAMEFRAME CONDENSATE GUTIERIWEEP HOLESCURBCANTINAILERSEALANT/CAULKING

Rffl~~WWt'~'COVERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTIONPLASTIC SKYLIGHT45D SQUARE PYRAMID DOUBLE GLAZEDSKYLIGHT SYSTEMCOVER METAL FRAME TO AVOID CONDENSATIONACRYLIC PLASTIC SKYLIGHT WIEXTRUDED ALUM.

CURB FRAME & CONDENSATE GUTTER

ALUM. FRAME BY SKYLIGHT MFR., INSTALLAS PER MFR'S. INSTRUCTIONS

ALUM. INNER LINERCONT. APRON FLASHINGMEMBRANE FLASHINGTOP LINE OF CURBMULLIONWOOD CURBALUM. CURB4X4CANTWOOD BLOCKINGSTEEL ANGLEPERIMETER OPENING CHANNELMEMBRANE ROOFINGBUILT-UP ROOFRIGID INSULATIONROOF JOISTSCEILING

me--

11 t'r~~ I

" I I

I

-",,-

HT Single Dome-- SKYLIGHT Single DoPrefab Curb Insulated Deck

SKYLIGWood or

Samples from


SKYLIGHTS

~lI J

T

SKYLIGHTS

DETAIL DATA CHECKLISTSKYLIGHTS

Skylights are usually installed as ready-made manufactured units so most detailing and installation will beas per manufacturers' recommendations. The catalogs provide numerous options of glazing types, fixedor operable, single or double glazing, etc. Skylight design is highly regulated, so consult all applicablebuilding code standards.

Materials and sizes:=Exlruded aluminum frame with integral base and acrylic dome is typical_Square and rectangular units are typically sized at from 2' to 8' in each direction_Curbs are required to block penetration of water, ice and snow at roof level

Curbs may be integral or designed as part of roof construction="'rovide sloping gutters between adjacent skylights to drain condensation_Double glazing helps mitigate condensation_Exposed gaskets will fail due to solar and weather exposure

SKYLIGHT Sngl. Dome-Concrete Curb

SKYLIGHT ObI. Dome-Wood or Prefab Curb

SKYLIGHT Double Dome-Concrete Curb

SKYLIGHT Sngl. Dome-Integral Curb

SKYLIGHT ObI. Dome-Insulated Deck

f")lL{

ISKYLIGHT Double Dome-Integral Curb


FRAMEFRAME CONDENSATE GUTTERIWEEP HOLESCURBCANT/NAILERSEALANT/CAULKING

R[t9~~~t'~1:0VERMATERIAL)ROOFING DECK/INSULATIONROOF CONSTRUCTIONPLASTIC SKYLIGHT45D SQUARE PYRAMID DOUBLE GLAZEDSKYLIGHT SYSTEMCOVER METAL FRAME TO AVOIDCONDENSATIONACRYLIC PLASTIC SKYLIGHT W/EXTRUDED ALUM.CURB FRAME & CONDENSATE GUTTER

ALUM. FRAME BY SKYLIGHT MFR., INSTALLAS PER MFR'S. INSTRUCTIONS

ALUM. INNER LINERCONT. APRON FLASHINGMEMBRANE FLASHINGTOP LINE OF CURBMULLIONWOOD CURBALUM. CURB4X4CANTWOOD BLOCKINGSTEEL ANGLEPERIMETER OPENING CHANNELMEMBRANE ROOFINGBUILT-UP ROOFRIGID INSULATIONROOF JOISTSCEILING

Samples from


SLATE TILE FLOORS

l~4SLATE TILE FLOOR Thin-Set on Concrete

~¢=4tSLATE TILE FLOOR Mortar Bed on Wood

SLATE TILE FLOORS


SLtl~~~Bg~~~stone thickness is 7/8"_Slate flagstone comes in three types:

_Square, four edges sawn_Irregular, two edges sawn_Irregular, no edges sawn

_Slate floor tile thicknesses are typically 1/2" to 1-1/4"Thicker floors are for the heavier traffic areas

_Follow supplier's recommendations for thickness in different floor traffic conditions_Typical slate floor tile sizes are 6", 10" and 12", widths are 6" to 9", thicker panels are up to 24" square_Provide complete, compact bedding beneath stone tile slabs to avoid bending stresses and cracking_Slate is brittle and sUbject to damage from impact or bending stress_Provide a stable substrate; movement of substrate will cause cracks in stone at mortar joints

"~ ~ISLATE TILE FLOOR Thin-Set on Wood

t:== ==1,SLATE TILE FLOOR Mortar Bed on Concrete


FINISH FLOOR (MATERIAL & SIZE)SETTING BED (MATERIAL & SIZE)JOINT SIZEFLOORMEMBRANEIWATERPROOFINGSUBFLOORISLABREINFORCING

SLATE TILEFINISH CONC.BUILD UP CONC. FLOOR W/FLOORSTONE AS REO'D.PLYWOOD UNDERLAYMENTPLYWOOD SUBFLOORPARTICLE BOARD UNDERLAYMENTMASTICBOND COATADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDDIVIDER STRIPREDUCER STRIP

Samples from



SPLAS~ BLOCK Top View

SPLASH BLOCKS

1================] J5jl

SPLASH BLOCKS


SPLASH BLOCKS

_Splash blocks are usually bought as prefabricated unitsfrom landscape supply houses and don't normally require true construction or fabrication detailing.

_Detail drawings are included mainly to show desired sizes and types of blocks and show theirrelationship to roof drain downspouts.

F1-- ----SPLASH BLOCK Side View


PRECAST SPLASH BLOCKGRAVEL OR PAVEMENT DRAIN

DOWNSPOUT

SPLASH BLOCK Isometric

Samples from


SPORTS PAVING SPORTS PAVING


SPOR!§ PAVING t b 'fi d 'th 'd bl ' ,_Spo"" paving mus e speclle WI consl era e precIsion;details are mainly to show thicknesses and layering of materials,

_Consult CSI master specifications and athletic facilities handbooks fordesign standards required for specific sports and specific site and weather conditions,

_Also, see manufacturers' and suppliers' catalogs for design data, details, and specifications,

SYNTHETIC SPORTS PAVING:RESILIENT SURFACECONCRETE SLABREINFORCINGAGGREGRATE BASECOMPACTED SUBGRADE

SYNTHETIC TRACK:RESILIENT SURFACEWEARING COURSELEVELING COURSEBASE COURSECOMPACTED SUBGRADE

NOTATION CHECKLIST,SAMPLE NOTESTENNIS COURT:COLOR COATLEVELING COURSEBINDERAGGRETATEGRAVELCOMPACTEDSUBGRADE

CINDER TRACK:FINE CINDERSMEDIUM CINDER COURSEBASE COURSE

~O,,"

,~~ 0 ";'%''0

~cbo CO~ ~

SYNTHETIC TRACK PAVING

_111III",

SYNTHETIC SPORTS PAVING CINDER TRACK

o~ 0c90

TENNIS COURT PAVING

lh----4(jJ~ 0,,"90

Samples from


STEEL AWNING WINDOWS STEEL AWNING WINDOWS

Steel Awning Window -- Single Glazed

~t- ~I t- r-Steel Awning Window -- Double Glazed


STEEL AWNING WINDOWS

STEEL WINDOW SYSTEMMETAL SILL BELOWTHERMOPANE INSULATING GLASS

~~'6;1>~~~fH SIDESSILL W/SEALANT EACH SIDEWOOD NAILERTREATED BLOCKING1 X WOOD TRIMMETAL EDGE BEADSTUDFLASHINGSEALANT

WALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUT

V$1..\B'6~~~1Wi~AL& FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING


Note: You can combine these generic window details with varied exterior wall construction details in this bookto create many hundreds of possible special combinations.

_See manufacturers' and suppliers' catalogs for standard sizes, detail design data, materials, and finishes._Detail drawings are required mainly to show the relationship of windows to wall construction such as

connections to wood frame, masonry, or concrete wall construction._Details or window schedules should show rough-opening sizes and shim tolerance allowances

(1/2" all around is a common allowance for shim space)._Details should show flashing and caulking at heads, jambs, and sills.

See manufacturers' recommendations for connections to varied wall construction.-See the Detail Data Checklist for Windows and Glazing at the beginning of this chapter for more information.

SILL

SILL

w-JAMB

JAMBHEAD

HEAD

Samples from


STEEL CASEMENT WINDOWS STEEL CASEMENT WINDOWS

Steel Casement -- Single Glazed

l- ~t- r-1-~"t_DO"~[ r-HEAD JAMB SILL

DETAIL DATA CHECKLISTSTEEL CASEMENT WINDOWS




(1/2" all around is a common allowance for shim space)._Details should show flashing and caulking at heads, jambs, and sills._See manufacturers' recommendations for connections to varied wall construction.

HEAD JAMB SILL



~~'6~%~1WiMAL&FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING


~~'fl:1>~~rHSIDESSILL W/SEALANT EACH SIDEWOOD NAILERTREATED BLOCKING1 X WOOD TRIMMETAL EDGE BEADSTUDFLASHINGSEALANT

Samples from


STEEL PIVOTED WINDOWS STEEL PIVOTED WINDOWS

Steel Pivoted -- Single Glazed

l- l- W-HEAD JAMB SILL


STEEL PIVOTED WINDOWS





HEAD JAMB SILL



Wi1-.I~'6wm~~LMi~AL& FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING


~~'&.1>~~~HSIDESSILL W/SEALANT EACH SIDEWOOD NAILERTREATED BLOCKING1 X WOOD TRIMMETAL EDGE BEADSTUDFLASHINGSEALANT

Samples from


STONE CURBS, PAVING EDGES STONE CURBS, PAVING EDGES

STONE CURB

[~/

STONE CURB

STONE CURB

DETAIL DATA CHECKLISTSTONE CURBS & GUTTER CURBS

Stone curb sections come in precut lengths, such as 12'Iong, straight and curved-Set stones without mortar in tamped gravel-Granite is often used in extreme climate areas-Use expansion joint material such as mastic board at each joint_Provide backup support such as poured concrete as backing at each joint to help prevent overturning_Compact the subgrade_Provide ample subgrade drainage

NOTATION CHECKLIST,SAMPLE NOTESCURB FINISH (TYPE &MATERIAL)FINISH GRADE/PAVEMENTCURB SLOPE/RADIl/CAMFERPAVEMENT SLOPEAGGREGATE BASECOMPACTEDSUBGRADEC0NW>~!i~m~~JOINTS

~1N1~T~@9!}..~WRIAL&SLOPE GRANITE CURBING 45DVERTICAL GRANITE CURBINGCOMPACTED BANK RUN GRAVEL BASE

-

~I-------~STONE CURB

STONE CURB

Samples from


STONE CURBS, PAVING EDGES STONE CURBS, PAVING EDGES

[STONE CURB

STONE CURB

=elll~III

~I~~>Vn

STONE CURB

STONE CURB

DETAIL DATA CHECKLISTSTONE CURB &GUTTER CURBS

Stone curb sections come in precut lengths, such as 12' long, straight and curved-Set stones without mortar in tamped gravel

Granite is often used in extreme climate areas-Use expansion joint material such as mastic board at each joint-Provide backup support such as poured concrete as backing at each joint to help prevent overturning_Compact the subgrade_Provide ample subgrade drainage

NOTATION CHECKLIST,SAMPLE NOTESCURB FINISH (TYPE &MATERIAL)FINISH GRADE/PAVEMENTCURB SLOPE/RADIl/CAMFERPAVEMENT SLOPEAGGREGATE BASE

88t:W~W~~WJJOINTS (TYPE &SPACING)SI@ ~A\nrfGAN FOR MATERIAL &FINISH GRADE

SLOPE GRANITE CURBING 45DVERTICAL GRANITE CURBINGCOMPACTED BANK RUN GRAVEL BASE

STONE CURB

Samples from


STONE FLOORS

STONE FLOOR Thin-Set

STONE FLOOR Mortar Bed

STONE FLOORS


STfl,~c~ ~1o~~~~Oring is mainly used fur exterior paving and finished roof decks_Granite paver thicknesses are typically 2" to 3",typical sizes are 4" x 4",4" x 8",5" x 8",8" x 8",

and 12" x 12" I" I • .. . h' k d . b dd'_:see sfone supp lers cala ogs ,or vanatlons In t IC nesses an stone Sizes, e Ing support,and application

_Follow suppliers' details, specifications, and application instructions carefully_Open-joint paving is used to allow drainage of rain water to the slab or roofing beneath the

finish stone surface

:....,~

~

'"'.J

, b6

STONE FLOOR CONTROL JOINT Mortar Bed

I).. 0 1~-----------I

STONE FLOOR Mortar Bed On Wood

NOTATION CHECKLIST,SAMPLE NOTESFINISH FLOOR (MATERIAL &SIZE)JOINT SIZEBOND COAT/MORTAR BEDFLOORMEMBRANEIWATERPROOFINGSUBFLOORISLABREINFORCINGSEALANT/FILLER STRIPSTONEMARBLE TILEGRANITE FLOORINGFINISH CONC.BUILD UP CONC. FLOORW/FLOORSTONE AS REQ'D.

PLYWOOD UNDERLAYMENTPLYWOOD SUBFLOORPARTICLE BOARD UNDERLAYMENTMASTICBOND COATADHESIVESETTING BEDMORTER BED W/REINFORCINGANGLE EDGERTHRESHOLDDIVIDER STRIPREDUCER STRIP

STONE FLOOR W/OPEN JOINTS Mortar Pads

II

':,,\

6 ',~,

,~b

" j

STONE FLOOR W/OPEN JOINTS Pedestal

Samples from


STONE VENEER STONE VENEER

STONE VENEER @ BASEWire Anchor

STONE VENEER @ VERT. JOINTWire Anchor

STONE VENEER @ HORIZ. JOINTSteel Angle

STONE VENEER @ CEILINGWire Anchor

STONE VENEER @ BASESteel Angle

STONE VENEERDovetail Joint

t--

u

STONE VENEERWire Tie to Wood Stud


ST~a~If,~~ir.'~~~YJh~~ro~~ ty ical sizes- Limestone -- 7/8'~ 2-1/4", ~'" thick; 5' x 14' typical maximum panel

~arble -- 1/2" to L." thick; 6' x 7' tyRlcal maximum panel-Granite --1-1/4" and thicker~ 4' x 10' typical maximum panel-Slate --1",1-1/2" thick; 4' x 0' typical maximum panelwater resistance

- Limestone -- Low water resistance- (middle grade absorption by weight max. = 7.5)

Marble -- High water resistance- (absorption by weight max.= .75)

Granite -- Very nigh water resistance- sIJreb~_OAltig~~~e~~~?i~~6'e= .04)- (absorp~on by weight max. = .25 exterior)Contlie! suppliers and trade associations for data and consultation

- on anchonng systems

NOTATION CHECKLIST,SAMPLE NOTESSTONE (TYPE & THICKNESS)ANCHORITIE (TYPE, MATERrAL & SIZE)MORTAR BEDADJACENT WALL MATERIALWALL CONSTRUCTION/FRAMING04450 STONE VENEER

TIE WIRE, CEMENTED INTO HOLESPIN ANCHORDOVETAIL INSERTDOVETAIL ANCHORTHREADED INSERT & EYE BOLT & STRIP LINERLOOP TIE THRY DRILLED HOLESTRIP LINER WITH DOWELSSTRIP HANGERTHREADED ROSEnERELIEF ANGLE & ANCHORWELD TO CLIP

Samples from


STOREFRONT AUTOMATIC DOORS

nHEAD @AUTOMATIC DOOR CLOSER

SILL Double Acting

STOREFRONT AUTOMATIC DOORS

DETAIL DATA CHECKLISTAUTOMATIC DOORS

_See manufacturer's catalogs for standard sizes, finishes, and materials._Detail drawings are included mainly to show special anchoring conditions--screws, anchor bolts,

etc., in wood frame, metal frame, masonry, or concrete construction._See manufacturers' and suppliers' catalogs for detail design data and specifications._See manufacturer's recommendations for special anchor requirements for different kinds of construction.

NOTATION CHECKLISTDOOR GLAZINGDOOR FRAMETHRESHOLDRECESSED MATAUTOMATIC DOOR OPERATORCONCRETE SLAB RECESS

Samples from


STOREFRONT DOORS STOREFRONT DOORS

~\JAMB@WALLSingle Acting

JAMB @ SIDE LIGHTSingle Acting

MULLION JAMBSingle Acting

MULLION JAMBSSingle Acting


SINGLE GlAZED DOORTHRESHOLD SET IN FULL BED BED OFCAULKING

~~~IPPING@ HEAD & JAMBJAMB STIFFENERS, FLJ[L HT. OF JAMBFLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GlAZINGTHERMOPANE INSULATING GLASSFRAMINGHEADER

WALL CONSTRUCTIONANCHORSADJACENT FINISHESSHIM SPACE

r~~~PE, MATERIAL &SIZEDOOR FRAMEBEADGlAZING: SINGLE/DOUBLEGASKETBRACING

---'t,,--------

SILLSingle Acting ~rn~Acting

HEAD@TRANSOMSingle Acting

Samples from



JAMB~WALL

DoubleActingJAMB @ SIDE LIGHTDouble Acting

NOTATION CHECKLIST,SAMPLE NOTESWALL CONSTRUCTIONANCHORSADJACENT FINISHESSHIM SPACE

r~~~PE, MATERIAL & SIZEDOOR FRAMEBEADGLAZING: SINGLE/DOUBLEGASKETBRACING

SINGLE GLAZED DOORTHRESHOLD SET IN FULL BED OF CAULKING

~9.~IPPING @ HEAD & JAMBJAMB STIFFENERS, FlJ[L HT. OF JAMBFLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GLAZINGTHERMOPANE INSULATING GLASSFRAMINGHEADER

MULLION JAMBSDouble Acting

SILLDouble Acting

--~~~-

~~Gbge Acting

~

--, ',-

-

-

--

f/

HEAD ~ TRANSOMDoubleActing

Samples from



JAMB@WALL(Narrow) Double Acting

IHI

---"t-'"-----HEAD(Narrow) Double Acting

JAMB@WALL(Narrow) Double Acting

---"t-'"----HEAD @ TRANSOM(Narrow) Double Acting


WALL CONSTRUCTIONANCHORSADJACENT FINISHESSHIM SPACE

~~~~PE,MATERIAL & SIZEDOOR FRAMEBEADGLAZING: SINGLE/DOUBLEGASKETBRACING

SINGLE GLAZED DOORTHRESHOLD SET IN FULL BED OF CAULKING

~~~IPPING tm HEAD & JAMBJAMB STIFFENERS, FlJ[L HT. OF JAMBFLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GLAZINGTHERMOPANE INSULATING GLASSFRAMINGHEADER

Samples from


STOREFRONT WINDOWSSTOREFRONT WINDOWS

n

VERTICAL GU\ZING BAR Single Glazed

j I I 1~.MULLION Single Glazed

NOTATION CHECKLIST:FRAME TYPE, MATERIAL & SIZEGLAZING: SINGLE/DOUBLEGASKETBEADSHIM SPACECAULKINGWALL CONSTRUCTIONANCHORSADJACENT FINISHES

SAMPLE NOTATION:

FLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GLAZINGTHERMOPANE INSULATING GLASSFRAMINGHEADER

ANGLE CORNER MULLION Sin Ie GlazedGlazed

---,-I ~

1RNER MULLION SingleCO

-

MULLION @ WALLMULLION HEADSingle Glazed

BASE @ SIDE LIGHTSingle Glazed

MULLION BASESingle Glazed

II'HORIZONTAL GU\ZING BARSingle Glazed

Samples from


STOREFRONT WINDOWS STOREFRONT WINDOWS

VERTICAL GLAZING BARDouble Glazed

f----- 1-

CORNER MULLIONDouble Glazed

MULLIONDouble Glazed

CORNER MULLIONDouble Glazed

MULLION @ WALLMULLION HEADDouble Glazed

MULLION BASEDouble Glazed

BASE @ SIDE LIGHTDouble Glazed

HORIZONTAL GLAZING BARDouble Glazed


FRAME TYPE, MATERIAL & SIZEGLAZING: SINGLE/DOUBLEGASKETBEADSHIM SPACECAULKINGWALL CONSTRUCTIONANCHORSADJACENT FINISHES

FLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GLAZINGTHERMOPANE INSULATINGGLASSFRAMINGHEADER

Samples from


STOREFRONT WINDOWS STOREFRONT WINDOWS

MULLION @ WALLMULLION HEADSingle Glazed

MULLION BASESingle Glazed


FRAME TYPE, MATERIAL &SIZEGLAZING: SINGLE/DOUBLEGASKETBEADSHIM SPACECAULKINGWALL CONSTRUCTIONANCHORSADJACENT FINISHESFLOOR MATERIALHOLLOW METAL FRAMEBASE ANCHORSTOPSSINGLE GLAZINGTHERMOPANE INSULATINGGLASSFRAMINGHEADER

HORIZONTAL GLAZING BARSingle Glazed

Samples from


SUBDRAINS & UNDERDRAINS SUBDRAINS & UNDERDRAINS


SUBDRAIN

PAVEMENT UNDERDRAIN

j lSUBDRAIN

I ~&~ a i~o

-----+lPAVEMENT UNDERDRAIN

D~~~~hiPe for subsurface drains are:_Corrugated metal_Flexible plastic

ConcreteClay tileAsbestos cement

=Rigid plastic_Porous and unperforated

_Install perforated drain with holes facing down_Drainpipe should be sloped to a sump or outfall_Grade filter material above and around drainpipe_Depth and spacing of subdrains depends on soil type (see civil engineering handbook tables)_Trench drains should slope to a drainpipe

DRAIN INLET COVERS

_Usually precast concrete or cast iron (also duclible iron)_Frames and grates available for light and heavy loading conditions

_Shapes available:Round

=Rectangular_Square_Linear


PAVING BASEFINISH GRADE/PAVINGAGGREGATEBACKFILLCOMPACTED SUBGRADEDRAINPIPE/DRAIN TILE

Samples from


SUSPENDED CEILINGS SUSPENDED CEILINGS

SUSPENDED CEILING @SOFFIT

AA

:::J'"

--

SUSPENDED CEILING @

FURRED WALL

SUSPENDED CEILING @

SOFFIT


SUSPENDED CEILINGS_There are many varied suspended ceiling systems and products; see manufacturers' catalogs for

recommendations for specifications, detailing, and application._A typical gypsum board support system:_Hanger wires are typically spaced 48" o.c. and within 6" of the end of carrying channel_Hanger wires support 1-112" carrying channels set at 48" o.c. and within 6" of walls_7/8" metal furring channels are supported at right angles to the carrying channels_Integrated lighting and acoustical tile systems come complete with all hardware and accessories._Use manufacturers' shop drawings as guides for any special customized detailing of a selected product._See manufacturers' recommendations regarding attachment of hanger wire to various types of overhead

construction.

NOTATION CHECKLIST,SAMPLE NOTESHANGER WIRE1-1/2" CARRYING CHANNELMAIN RUNNERCROSS TEECEILING TILE3/4" FURRING CHANNELGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHESCORNER BEAD

~~8~~i'00l~~§,~SfIlJ~~~ouND ITSELFMAIN BEAM, SUPPORT WIHANGER WIREACOUSTICAL TILE CLG.CAULK GYPSUM BOARD AROUND CLG.

PENETRATIONS'S'SCREWMETAL WALL ANGLE

SI~,eaS~~~mrMh=WltfoT~a~rG.L1NE@WALLBATT INSULATIONPROVIDE FIRE DAMPERS WHERE

DUCTS PENETRATE ENVELOPELIGHT FIXTURES

Samples from


SUSPENDED CEILINGS SUSPENDED CEILINGS

[

SUSPENDED CEILING@ CARRYING CHANNEL

n

SUSPENDED CEILING@ EXPANSION JOINT


SUSPENDED CEILINGS_There are many varied suspended ceiling systems and products; see manufacturers' catalogs for

recommendations for specifications, detailing, and application._A typical gypsum board support system:_Hanger wires are typically spaced 48" o.c. and within 6" of the end of carrying channel_Hanger wires support 1-1/2" carrying channels set at 48" o.c. and within 6" of walls_7/8" metal furring channels are supported at right angles to the carrying channels_Integrated lighting and acoustical tile systems come complete with all hardware and accessories._Use manufacturers' shop drawings as guides for any special customized detailing of a selected product._See manufacturers' recommendations regarding attachment of hanger wire to various types of overhead

construction.


II

SUSPENDED GYPSUMWALLBOARD CEILING

1---_1',.''''''-----I

EXPOSED GRID FORCEILING TILE

[IL

SUSPENDED GYPSUMWALLBOARD CEILING @ WALL

[

CONCEALED GRID FORCEILING TILE

HANGER WIRE1-1/2" CARRYING CHANNELMAIN RUNNERCROSS TEECEILING TILE3/4" FURRING CHANNELGYPSUM WALLBOARDLATH & PLASTERSPECIAL FINISHESCORNER BEAD

~AA8~W~~~~~SfIlJA~~~OUND ITSELFMAIN BEAM, SU,..PORT WIHANGER WIRE

ACOUSTICAL TILE CLG.CAULK GYPSUM BOARD AROUND CLG.

PENETRATIONS'S'SCREWMETAL WALL ANGLESECM~~~~Hr!~J,?~JJ&·L1NE@WALLBATT INSULATIONPROVIDE FIRE DAMPERS WHERE DUCTS

PENETRATE ENVELOPELIGHT FIXTURES

~U~I~DED PLASTER CEILING

Samples from


TERRAZZO BASES &FLOORS TERRAZZO BASES &FLOORS


oo

TERRAZZO_Follow manufacturers' instructions with extreme care in detailing, specifications, and construction_Cracking is extremely common in terrazzo, strictly follow all manufacturers instructions regarding divider and

expansion strips_Terrazzo is extremely slippery and dangerous when wet; never use it where it might exposed to moisture and_Substrate for terrazzo has to be completely stable; solid concrete slabs preferred_Typical terrazzo thickness is 1/2" over 2" underbed over concrete slab

foot traffic at the same time_Thin-set terrazzo topping thickness is 1/4"_Sand cushion terrazzo is 1/2" topping over 2" underbed over 1/4" sand cushion over slab

TERRAZZO FLOOR Setting Bed

On Wood

TERRAZZOBASE Straight

TERRAZZO BASESplayed

TERRAZZO BASECoved NOTATION CHECKLIST,

SAMPLE NOTES

FINISH FLOOR (MATERIAL & SIZE)SETTING BED (MATERIAL & SIZE)JOINT SIZEITYPEFLOORMEMBRANElWATERPROOFINGSUBFLOORISLAB

~~MfID..9~AL& SIZE)BASE HEIGHT & THICKNESSADJACENT WALL MATERIALWALL MEMBRANEIWATERPROOFING

TERRAZZO BEDFINISH CONC.MASTICBOND COATADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDDIVIDER STRIPREDUCER STRIP

TERRAZZO FLOORSand Cushion TERRAZZO FLOOR On

Concrete

TERRAZZO FLOOR Setting

Bed On Concrete

Samples from


TERRAZZO FLOORS TERRAZZO FLOORS

Thin Top Divider Strip Heavy Top Divider Strip


TERRAZZO_Follow suppliers' instructions with extreme care in detailing, specifications, and construction_Cracking is extremely common in terrazzo, strictly follow all manufacturer's instructions regarding

divider and expansion strips_Substrate for terrazzo has to be completely stable; solid concrete slabs preferred_Terrazzo is extremely slippery and dangerous when wet; never use it where it might exposed to

moisture and foot traffic at the same time_Thin-set terrazzo topping thickness is 1/4"_Typical terrazzo thickness is 1/2" over 2" underbed over concrete slab_Sand cushion terrazzo is 1/2" topping over 2" underbed over 1/4" sand cushion over slab

"L" Divider Strip Double Angle Divider Strip

NOTATION CHECKLIST,SAMPLE NOTESFINISH FLOOR (MATERIAL &SIZE)SETTING BED (MATERIAL &SIZE)JOINT SIZEfTYPEFLOORMEMBRANEIWATERPROOFINGSUBFLOORISLAB

~~~~9~AL&SIZE)BASE HEIGHT &THICKNESSADJACENT WALL MATERIALWALL MEMBRANElWATERPROOFINGTERRAZZO BEDFINISH CONC.

PLYWOOD UNDERLAYMENTPLYWOOD SUBFLOORPARTICLE BOARD UNDERLAYMENTMASTICBOND COATADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDDIVIDER STRIPREDUCER STRIP

Expansion Strip Abrasive Channel Strip "L" Divider Strip

Samples from


TILE COUNTERTOPS

-~~-

TILE COUNTERTOPS


TILE COUNTERTOPSplashlThin Set

TILE COUNTERTOPLiplThln Set

TILE SURFACEADHESIVEBOND COATMORTAR BEDMETAL LATHMEMBRANE~~~RR.o/~~II~~reARDBLOCKiNh (MATERIAL & SIZE)ADJACENT MATERIALSTHINSET QUARRY TILEQUARRY TILEROUND TOP COVE BASECERAMIC CAP

BULLNOSE CAPWATERPROOF GYPSUM BOARDADHESIVESETTING BEDMORTAR BED W/REINFORCINGANGLE EDGERTHRESHOLDHARDWOOD DIVIDER STRIPREDUCER STRIPDOORSILICONE SEALERSLOPE FROM CURB TO DRAIN

'if

II ~

><1

4Y

TILE COUNTERTOP TILE COUNTERTOP TILE COUNTERTOPSplash/Mortar Bed Lip/Mortar Bed Splash/Mortar Bed

Samples from


TILE: CERAMIC TILE FLOOR


CERAMIC TILE

Mosaic tiles are 1" x 1" 1" X 2" 2" X 2" and 1/4" thick- "_Glazed wall tiles are 4-1/4" x 4-1/4",4-1/4" x 6", and 6" x 6"; typically 5/16" thick_Quarry tiles and floor pavers are 2-3/4" x 6", 4" X 4", 4" X 6" , 6" X 6", 6" X 9", 9" X 9"; 1/2" to 3/4" thick

Wall tile on wood frame walls:Apply with waterproof glue over water resistant backing such as gypsum wallboard

_Sometimes applied on cement mortar on metal or gypsum lath over wood frame_When using gypsum wallboard tile backing in wet rooms, use water proof or water resistant grade_Tile on concrete or masonry walls:_Walls must be stable, not subject to extremes of expansion/contraction, soil movement, etc._Primary variations of tile setting are:

Mortar method on wood or metal frame: 3/4" to 1-1/2" mortar bed over scratch coat, lath and felt=Mortar method on masonry: 3/4" to 1-1/2" mortar bed over scratch coat_Thin-set over masonry or concrete: tile over 1/8" to 1/4" thick dry set mortar_Adhesive method: Tile over 1/16" adhesive over primed solid backing_Cement mortar scratch coat is typically 3/4", with a leveling coat of 1/4" to 1/2"_Reinforce floor mortar to prevent cracking_Tile flooring substrate may have to be recessed to allow for different adjacent finish-floor thicknesses_Floor reinforced mortar bed is typically 1-1/4" thick_Quarry tile and pavers are typically 1/2" to 1-1/2" thick

Promenade tile are 1" x 6" X 9" in size_See tile manufacturers' and suppliers' catalogs for recommended detailing, specifications, and application

of tile to different types of wall and ·noor surfaces

Samples from


TREE PLANTERS TREE PLANTERS


\

SPECIFIED SOIL MIXDRIP EMITTERMICRO TUBINGDRIP LINEGRAVEL SUMPPLANT ROOT BALL AT GRADE AS IN NURSERYREMOVE CONTAINER FROM ROOT BALLRIGID INSULATIONPLANTER WALLDRAINAGE LAYER2 STRANDS #12 GAUGE GALV. WIRE

~~~-RCJ~I,«m ~~~i¥~I~~ITYW. YELLOW

~~¥t~~ W&8l'l'~~E, 3 PER TREE, DRIVESTAKES FLUSH WITH FINAL GRADE

NEW 3/4" RUBBER GARDEN HOSE AROUND TREE3" GALV. TURNBUCKLEWRf8~8W[l~'(f1rtd'Jm:V@P MATERIAL

2' INTERVALS W/ GRAFTING CORD

NOTATION CHECKLIST,SAMPLE NOTESTREEfTREEBALLFINISH GRADEWATER BASINWATER LEVEECONTAINER OUTLINEFIBER MATAGGREGATE BASEBACKFILLSUBGRADETREE GUY/STAKE

OOE1~~~~~qSIZE &SPACING)AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTEDSUBGRADEffiTRUCTURAL

MY~.ls.1:. GRADE (shown dashed)

~,omn.~W~lfwhere applicable)

TRR@f~o~Td~~ twice the diameter of the container=Break subsoil with a pick or otherwise scar the walls of the hole to aid poor penetration_Soil ball should rest on firm soil to avoid settling_Remove burlap from the top of the ball (not necessary to remove from all around root ball)_Backfill hole with original soil

_'lrse topsoil, peat moss and cow manure in 9" layers, watering each level until settled_Do not tamp_Ground line should be the same as, or slightly lower on the tree, than it was at the nursery

The water levee around the tree should be 2' to 4' in diameterThe berm around levee should be 4" highCover levee and berm with 2" of mulch

=Remove any shoots on the trunk within 6" of the soil_Trunk may be wrapped with tree wrap_Where tree is planted in a hollow, provide a

"land drain" if necessary to dispose of surplus water(clean rubble acts as a soakaway)

_Securely stake each tree_Use 10 gao twisted wire with a garden hose to

wrap around the trunk

/

TREE PLANTER ABOVE GRADE

TREE PLANTER ABOVE GRADE

TREE PLANTER BELOW GRADE

Samples from


TREE PLANTERS

el 1::::11 I111::::111

TREE PLANTING

TREE PLANTERS

DETAIL DATA CHECKLISTTREE PLANTING

Hole should be twice the diameter of the container=Break subsoil with a pick or otherwise scar the walls of the hole to aid penetration_Soil ball should rest on firm soil to avoid settling_Remove burlap from the top of the ball (not necessary to remove from all around root ball)_Backfill hole with original soil

_8~e topsoil, peat moss and cow manure in 9" layers, watering each level until settled_Do not tamp_Ground line should be the same as, or slightly lower on the tree, than it was at the nursery

The water levee around the tree should be 2' to 4' in diameterThe berm around levee should be 4" highCover levee and berm with 2" of mulch

=Remove any shoots on the trunk within 6" of the soil_Trunk may be wrapped with tree wrap_Where tree is planted in a hollow, provide a "land drain" if necessary to dispose of surplus water

(clean rubble acts as a soakaway)_Securely stake each tree_Use 10 gao twisted wire with a garden hose to wrap around the trunk

TREE PLANTING

TREE PLANTING GRATE

TREE PLANTER BENCH WALL

NOTATION CHECKLIST,SAMPLE NOTATION

TREEITREEBALLFINISH GRADEWATER BASINWATER LEVEECONTAINER OUTLINEFIBER MATAGGREGATE BASEBACKFILLSUBGRADETREE GUY/STAKE

l.W~~~B~1sIZE& SPACING)AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTED SUBGRADE/

STRUCTURAL BACKFILLORIGINAL GRADE (shown dashed)

~'Wt.~W~here applicable)SPECIFIED SOIL MIX

DRIP EMITTERMICRO TUBINGDRIP LINEGRAVEL SUMPPLANT ROOT BALL AT GRADE AS IN NURSERYREMOVE CONTAINER FROM ROOT BALLRIGID INSULATIONPLANTER WALLDRAINAGE LAYER2 STRANDS #12 GUAGE GALV. WIRE

FLAG GUY WIRES FOR VISIBILITY W. YELLOWPLASTIC RIBBON - 2 PER WIRE

~%~~'OWs~~RE, 3 PER TREE, DRIVESTAKES FLUSH WITH FINAL GRADE

NEW 3/4" RUBBER GARDEN HOSE AROUND TREE3" GALV. TURNBUCKLE

W¥8~tHb~EDT~~NKCW-rttuRFPEV@D MATERIAL

2' INTERVALS W/ GRAFTING CORD

Samples from


VENT FLASHING VENT FLASHING


VWFJ'EI,P~~t~NIMUMHEIGHT)SLEEVE FLASHINGCOLLAR FLASHINGINNER FLANGEADHESIVE/SEALANT/CAULKING

R?W~~~~V~~llcoVERMATERIAL)ROOF DECK/INSULATIONROOF CONSTRUCTIONMETAL VENTPREMOLDED PIPE SEALSEALANTFLASHING FELTSTAINLES STEEL CLAMPING RINGWATER CUTOFF MASTICCORE HOLE AS REQUIREDOPENINGS FOR VENTS TO BE

PREFORMEDBUILT-UP ROOFROOF PLIES UNDER CAPFACTORY CURBRIGID INSULATIONMETAL DECKINGDUCT

VENT FLASHINGSleeve Type


T


-,----t--

VENT FLASHINGSleeve Type COllaY~JlLASHING cOllaYf~~ FLASHING

1~1~T

VENT FLASHINGCollar Type

Samples from


WHEELCHAIR RAMPS


WHEELCHAIR RAMP/CURB CUT WHEELCHAIR RAMP/CURB CUT

WHEELCHAIR RAMP/CURB CUT Corner

WHEELCHAIR RAMPS


RAMPS_See building code and handicap design regulations for slope and handrail requirements_8 slope is typically maximum for wheelchairs for up to 30'_Provide curbs 4" to 6" high at each side of ramps to prevent side runaways or tipping of wheelchairs_Provide nonslip treatment (abrasive surface or broom finish applied across width of ramp)

WHEELCHAIR RAMPSNOTATION CHECKLIST,SAMPLE NOTES

CURB TYPECONCRETE RAMP FINISH

\1~~6~~~~,~b2f.ESTIFF BROOM 'FINISH·ON RAMP SURFACETEXTURED CONCRETECOURSE BROOM FINISHWARP AS REQ'D.CONC. GUTTERCURB TAPER BEYOND1/2" EXP. JOINT1/2" JOINT FILLER MATERIALTOP OF CURBREINFORCINGSEE FOR HEIGHT &WIDTH OF CURB CUTRAMP DOWN

Samples from


WOOD AWNING WINDOWS

Wood Awning Window -- Single Glazed

WOOD AWNING WINDOWS


HEAD JAMB SILL

WOOD AWNING WINDOW$_Wood windows are especially subject to moisture damage and warping; they require extra care throughout

design, detailing, and specification, and extra protection during construction._See manufacturers' and suppliers' catalogs for standard sizes, detail design data. materials, and finishes._Detail drawings are required mainly to show the relationship of windows to wall construction such as



Wood Awning Window W/Operator -- Single Glazed

JAMB SILL

NOTATION CHECKLIST,SAMPLE NOTESWALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUT

WIf..I~'6ttFm~~LMi~AL& FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENINGWOOD AWNING WINDOW

W88B ~~O.yy2" X 1"

2 X WOOD NAILER1/4" GLASS3/4" JAMBCAULK OR SEALANTWOOD CASING2" WOOD DRIPWOOD STOOL

X HEADER3/4" WOOD FASCIA1/3" WOOD TRIM1 X INTERIOR CASING1 X 8 WOOD SIDING1/2" INSUL. BOARD5/8" GYPSUM BOARDBRICK VENEEREYE HOOK W/EYE SCREWSCREEN MOLDING

Samples from


WOOD AWNING WINDOWS

FULL-SCALE GENERIC DETAILSWood Awning Window -- Double Glazed

U fn ~IHEAD JAMB SILL

Wood Awning Window W/Operator -- Double Glazed

WOOD AWNING WINDOWS


WOOD AWNING WINDOWS_Wood windows are especially subject to moisture damage and warping; they require extra care throughout

design, detailing, and specification, and extra protection during construction._See manufacturers' and suppliers' catalogs for standard sizes, detail design data, materials, and finishes._Detail drawings are required mainly to show the relationship of windows to wall construction such as



WOOD AWNING WINDOWS

JAMB SILL


~B'6~~~LMiMAL& FINISHHARDWARE/OPERATORVENTIWEEP HOLElWIND GUARDGLAZING: SINGLEIDOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENINGWOOD AWNING WINDOW

W88B ~~0i'Xz" X 1"

2 X WOOD NAILER1/4" GLASS3/4" JAMBCAULK OR SEALANTWOOD CASING2"WOODDRIPWOOD STOOL

X HEADER3/4" WOOD FASCIA1/3" WOOD TRIM1 X INTERIOR CASING1 X 8 WOOD SIDING1/2" INSUL. BOARD5/8" GYPSUM BOARDBRICK VENEEREYE HOOKW/EYESCREWSCREEN MOLDING

Samples from


WOOD BASEBOARDS

WOOD BASEBOARD WOOD BASEBOARD WOOD BASEBOARD1/2 FULL SIZE 1/2 FULL SIZE 1/2 FULL SIZE

WOOD BASEBOARD WOOD BASEBOARD WOOD BASEBOARD1/2 FULL SIZE 1/2 FULL SIZE 1/2 FULL SIZE

-

WOOD BASEBOARDS


~i~~~~rR~are manufactured in a large variety of standard sizes and profiles; see suppliers' catalogs for all the options available_When choosing a baseboard design or material, consider maintenance needs_Provide hardness and surface finish resistance to damage from:_Cleaning equipment_Furniture legs_Floor cleaning chemicals._Some contractors will attempt to use up scrap baseboard material by piecing together short lengths of

bjlsebQBrd_SpeciTy or note that all baseboards be installed full length and continuous without joints in any run

NOTATION CHECKLIST,SAMPLE NOTESBASE (MATERIAL &TYPE)BASE HEIGHT & THICKNESSADJACENT WALL MATERIALWALL MEMBRANElWATERPROOFINGADJACENT FLOOR MATERIALFLOORMEMBRANEIWATERPROOFINGSUBFLOORISLABSEALANT/ADHESIVEFASTENERSTRIM/SHOE MOLDBLOCKING STRIPEDGE TRIM

\WOOD BASEBOARD Flush WOOD BASEBOARD Flush WOOD BASEBOARD Flush WOOD BASEBOARD Flush

Samples from


WOOD BEAM SPLICE

t I: RI 0

WOOD BEAM @ GLU LAM

WOOD BEAM @ SPLICE

0 '~00

0

f------"------

WOOD BEAM @ GLU LAM


POST AND BEAM CONSTRUCTION

WOOD POST AND BEAM CONNECTORS_Connector types:_Nailed metal side plates_For light framing with minimal lateral forces_Bolted metal side plates_Sizes and spaces of bolts as per code or engineering calculations_ U plate connector, nailed or bolted as required by engineering calculations or manufacturer's tables_Sheet metal connector, sized and nailed as required by engineering calculations or manufacturer's tables


X WOOD BEAMX WOOD BEAM

STEEL HINGE CONNECTORBOLT CONNECTORSSTEEL SADDLE HANGER

FLUSH TOP SURFACESUPPORTED BEAMCANTILEVERED BEAM

Samples from


WOOD CASEMENT WINDOWS

Wood Casement -- Single Glazed

WOOD CASEMENT WINDOWS


HEAD JAMB SILL

WOOD CASEMENT WINDOWS_Wood windows are especially subject to moisture damage and warping; they require extra care throughout




Wood Casement -- Double Glazed

HEAD JAMB SILL


~B'6~~~1t{iMAL& FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENINGCASEMENT WOOD WINDOW

W88B ~~?~" X 1"

2 X WOOD NAILER1/4" GLASS3/4" JAMBCAULK OR SEALANTWOOD CASING2" WOOD DRIPWOOD STOOL

X HEADER3/4" WOOD FASCIA1/3" WOOD TRIM1 X INTERIOR CASING1 X 8 WOOD SIDING1/2" INSUL. BOARD5/8" GYP.BD.BRICK VENEEREYE HOOK W/ EYE SCREWSCREEN MOLDING

Samples from


WOOD CURBS & EDGE STRIPS WOOD CURBS &EDGE STRIPS


FINISH GRADE/PAVING/PLANTING BEDWOOD CURB/PAVING EDGEPAVING BASE

§Y~~ATERIAL,SIZE & SPACING)

FINISH GRADE~~~iNB~rFiM~,.lfbANFOR THICKNESS & BASE

2 X CONST. HEART REDWOOD HEADER~ ~ ~ ~RK~~~:f-9t1§.e.~~tpWOODSTAKESALL JOINTS T~OCCLIR@'STAKES, NAIL HEADER

TO STAKE W/2 - 8 d GALV. NAILS

WOOD CURBS &EDGE STRIPS


WOOD CURBS_Use recfwooCl, cedar, cypress or treated wood

Sizes:- 2x6, 2x8, 6x6, 6x8, and railroad ties_Hold wood curbs in place with wood stakes, rebar

.or bolts_::staRes may be 1x2, 2x2, 2x3, or 2x4, 16" to 24"

long,24" to 48" o.c., and/or at ends of timbers_Use 2 20d gao nails per stake_For rebar, use a #4 bar,18" long at each end of

_FJWrib:~ocketaround the bar and fill it withconcrete

WOOD BORDER BOARDS AND EDGE STRIPS_Use redwood, cedar, cypress or treated wood_Use 2X4s for straight runs_Use laminated 1/2" x 4" redwood strips for curves_Use heavier timber wood curbs to restrain larger

planter or paver areas and for mowing curbs

n

WOOD EDGE STRIP

WOOD CURB

-

AI1---_

I~~~-II---------l

WOOD EDGE STRIP

><

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AI

I,,~

I- ,,~

I

AI

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WOOD CURB

WOOD EDGE STRIP

Samples from


WOOD DOORS AND DOOR FRAMES WOOD DOORS AND DOOR FRAMES


CASED OPENING JAMB

IIJ

~f"

HEAD

Pocket and Sliding Doors_Usually made of standard hollow or solid core doors with top-mounted hanging slider hardware_3/16" to 114" clearance is normally provided between the face of the door and the pocket recess framing and trim_Floor tracks and door pull hardware are referenced in specifications, general notes, or door hardware schedule

than for a regular interior door._Trim at the header is usually designed to hide the hanging hardware so rough opening to header may be higher

Bif~gn?~PrJ;es includes bottom pivot and special hardware_Trim may be required as in preceding note_Magnetic or other surface-mounted catch may be used and so notedAccordion door_These are bought as manufactured units, either in standard sizes or custom sizes_Usually a vinyl covered metal frame door surface-mounted in a cased opening_Magnetic or other surface-mounted catch may be used and so noted

IIJ

c- c-

IA A'--- '--

- -

POCKETDOOR

t~

n

POCKET DOORHEAD

n

DOUBLE SLIDINGDOOR HEAD


WALL CONSTRUCTIONSHIM SPACEFINISH HEAD/JAMBADJACENT FINISHES

8~~~W~ATERIAL& FINISHFIXTURES/ATTACHMENTS/HARDWAREROUGH OPENING/FINISH OPENING

DBL. 2 X 4 HEADERBLOCKING

X WOOD CASINGWOOD TRIMMOULDINGSTEEL ANGLEPREHUNG DOOR UNITTHRESHOLD1/2" X 1-1/2" WOOD STOPGYPSUM WALLBOARDVENEER

BI-FOLD DOORHEAD

ACCORDIONDOOR HEAD

Samples from


WOOD DOUBLE HUNG WINDOWS

Wood Double Hung -- Single Glazed

• n ,nJI~1JAMB SILL

Wood Double Hung -- Double Glazed

WOOD DOUBLE HUNG WINDOWS


DOUBLE HUNG WINDOWS

_Wood windows are especially subject to moisture damage and warping; they require extra care throughoutdesign, detailing, and specification, and extra protection during construction.

_See manufacturers' and suppliers' catalogs for standard sizes, detail design data, materials, and finishes._Details or window schedules should show rough-<lpening sizes and shim tolerance allowances

(1/2" all around is a common allowance for shim space)._Detail drawings are required mainly to show the relationship of windows to wall construction such as

connections to wood frame, masonry, or concrete wall construction._Details should show flashing and caulking at heads, jambs, and sills._See manufacturers' recommendations for connections to varied wall construction.

HEAD JAMB SILL


~~'O~~~LMiMAL& FINISHHARDWAR80PERATORVENTIWEEP HOLBWIND GUARDGLAZING: SINGLEIDOUBL8REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENINGWblffiJst&J~1/~9PPWINDOW2 X WOOD 'NAILER

1/4" GLASS3/4" JAMBCAULK OR SEALANTWOOD CASING2"WOODDRIPWOOD STOOL

X HEADER3/4" WOOD FASCIA1/3" WOOD TRIM1 X INTERIOR CASING1 X 8 WOOD SIDING1/2" INSUL. BOARD5/8" GYP.BD.BRICK VENEEREYE HOOKW/EYESCREWSCREEN MOLDING

Samples from


WOOD FENCING WOOD FENCING

WOOD FENCE

314" -,---_~I

WOOD FENCE

DETAIL DATA CHECKLISTWOOD FENCING

_Footings for posts should be below frost line_Below grade, wrap posts with a layer of building paper

_~~in a 12" diameter concrete collar on compacted fill

_<S~t on concrete footing or concrete piers with angles or straps to anchor and support posts

_~~st the post on gravel (cleats optional)

_1!llRn the hole with compacted fill_Add a stone layer on top of fill if needed for stability

Common materials sizes:4x4 posts 8' long for 5' to 6' height

_Supports for 2x4 rails laid flat for clear spans at 4' maximum_2x4 rails on edge can span 6' without sagging_Use dados, lap joints, bolting, and galvanized connectors in detailing_Avoid butt joints and toenailing_Use offsets and buttress supports in long lengths subject to wind pressure_Fence gates are subject to heavy loads and abuse, so use extra-heavy post supports, cross bracing, AI

and heavy-duty hardware_Slope tops of posts to drain water_Slope rails or add drain holes to avoid accumulation of water at joints

]L

WOOD FENCE

3L/';

WOOD FENCE


WOOD POST (SIZE &SPACING)WOOD FRAMING/NAILERSBOARDS/PANELS (TYPE, SIZE, FINISH& SPACING)TRIMBOLTS/ANCHORSFINISH GRADE/PAVINGFOOTINGBACKFILUAGGREGATE/SAND

2 X 4 CONTINUOUS RAIL (cedar/redwood/treated)1 X 8 BOARDS (cedar/redwood/treated)BOARDS - OVERLAP EDGES 1/2" @

t~~~~~ ~9tlb.c.12" DIA. CONC. FOOTINGWRAP POSTS BELOW GRADE W/BUILDING PAPERCOMPACTED FILL (below footing)COMPACTED EARTH FILL (sometimes in lieu of conc.

footing. @ wood posts min. 3'-0" below grade)WOOD POSTS (treated/extend. 6" typo thru conc.

footing, max. spacing typo 6'-7')45D CUT (@topofwood posts)

Samples from


WOOD FLOORS

WOOD STRIP FLOOR Wood Underlayment

1~··.··.~·. +I ',3 I

RESILIENT WOOD FLOOR

WOOD FLOORS


W~~*5&lJl~~~Wesstypically 3/8" to 3/4"_Industrial wood block or strip is typically 2-1/2" to 4" thick_Plank or strip flooring on concrete may be laid on:

_Wood sleepers or nailersRubber-base adhesive

-Asphalt mastic_Wood sleepers or nailers are preferred when installing wood floors over concrete slabs to permit

ventilation and prevent moisture swelling andlor decay_Wood sleepers can be attached to concrete with power fasteners or mounted in an adhesive bed

and the flooring_Wood flooring over concrete slab on grade requires a vapor barrier under the slab and between slab_See manufacturers' catalogs for varied sizes, species, colors, finishes, and applications of wood flooring

WOOD STRIP BLOCK FLOOR On Concrete Slab


FINISH FLOOR (MATERIAL & SIZE)SLEEPERMORTAR BEDADHESIVE SETTING BEDUNDERLAYMENTIMEMBRANESUBFLOORISLAB

HARDWOOD FLOORINGHARDWOOD PARQUET FLOORINGCONCRETEPLYWOOD UNDERLAYMENTPARTICLE BOARD UNDERLAYMENTPLYWOOD SUBFLOORMASTICADHESIVESAND & POLISH

WOOD PARQUET FLOORWOOD STRIP INDUSTRIAL FLOOR

IX~·.~t l,,, I~---------------t f~.··.,'. ~~tWOOD STRIP FLOOR On Cement Topping RESILIENT WOOD FLOOR On Slab On Grade WOOD BLOCK INDUSTRIAL FLOOR

Samples from


WOOD PANELING

k-

WOOD PANELINGDETAIL DATA CHECKLISTPANELING

Paneling can be applied to wood or metal framing with or without furring. Use furring strips or channels forthermal or acoustic isolation, or to compensate for uneven wall construction.Use wood or metal furring when installing panels over masonry walls. 1 x 2 wood furring over masonry istypical spaced at 16" vertically and horizontally.Grades of hardwood plywood paneling:

Premium and Good: Minimum flaws, for stain finishSound: For paint finish

_Utility: Some visible defects, unmatched, for paint finish_Backing: Many flaws, not for visible use_Thicknesses: 1/8" to 1", in 1/16" or 1/8" layers_Textures and finishes come in wide variety; see the suppliers' catalogs

WOOD PANELING @ BASE

I


PANEL (MATERIAL & THICKNESS)FURRIN'G/BLOCKING (TYPE & SILE)

tlftr.Xr-NPE & SIZE)ADJACENT MATERIALSLINE OF WALLLINE OF CEILINGWALL CONSTRUCTIONCEILING CONSTRUCTION

BOOK MATCH VENEERSLIP MATCH VENEER'V' MATCH VENEERRANDOM MATCH VENEERFURRING STRIPSBLOCK ALL UNSUPPORTEDEDGESFILL SPLICES BETWEEN FURRINGRECESSED JOINT'V' JOINTBUTT JOINTOUTSIDE MITERED CORNER

)

WOOD PANELING @ CEILING WOOD PANELING @ CEILING WOOD PANELING @ CEILING WOOD PANELING @ CEILING

Samples from


WOOD PLANTERS/RETAINING WALL WOOD PLANTERS/RETAINING WALL

WOOD RETAINING WALLBattered/Low

WOOD RETAINING WALLSloped/Low


W'SPa~k~fn.T5}J~I~cWi~~~~-Support and anchor timbers with:- Vertical timbers

-Concrete piers----Vertical steel I-beams

Tielimbers vertically with min. 2 #4 bars per tie, in 1/2" drilled hole~ie back into slope with 10' o.c. deadman ties----Where necessary, use vertical rods at 4' o.c.-Provide gravel backfill behind filter cloth----Vertical wood members may be OK for walls up to 4' high, withoutsurcharge, if planted 4' deep

NOTATION CHECKLIST,SAMPLE NOTESTOP OF WALL ELEVATION

~~la~~~?>E (DASHED)TIMBER UNITS (TYPE & SIZE)

~'?~~r/~~8~&§6~KS ('DEADMAN')AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTED SUBGRADE/STRUCTURALBACKFILLFOOTINGAGGREGATE BASEPOROUS BACKFILL

WOODPLANTER/RETAININGWALL

WOODPLANTER/RETAININGWALL

111::::=111':::111

III

WOOD RETAINING WALLBattered/High

WOOD RETAINING WALLBattered/High

Samples from


WOOD PLANTERS/RETAINING WALLS WOOD PLANTERS/RETAINING WALLS

DETAIL DATA CHECKLISTPOST AND BOARD RETAINING WALLS_Set posts as deep as the wall is high_Walls under 2' high don't require weep holes or drains_For low walls, weep holes drilled into wall may be used instead of~re drain is needed, run a 6" pipe along back of wall at base~VValis over 4' high may have their posts tied back to a concretedeadlnllpC38ll$1 a horizontal rods bolted "IthroughWOOD RETAINING WALLS_Stack timbers horizontally_Support and anchor timbers with:

Vertical timbers-Concrete piers----Vertical steel I-beams

_Tie timbers vertically with min. 2 #4 bars per tie, in 1/2" drilled hole_Tie back into slope with10' o.c. deadman ties_Where necessary, use vertical rods at 4' o.c.

Provide gravel backfill behind filter clothVertical wood members may be OK for walls up to 4' high, without

surcharge, if planted 4' deep


TOP OF WALL ELEVATIONFINISH GRADESORIGINAL GRADE (DASHED)TIMBER UNITS (TYPE & SIZE)BOLTS/ANCHORS/ DOWELSSTEEL RODIWOOD TIE BACKS ('DEADMAN')AGGREGATE DRAIN BEDDRAIN PIPE/DRAIN TILECOMPACTED SUBGRADE/STRUCTURALBACKFILLFOOTINGAGGREGATE BASEPOROUS BACKFILL

WOODRETAININGWALL 6x8Timber/Low

o

WOOD RETAININGWALL 2' to 4' High

WOOD RETAINING WALL6x8 TIMBER/LOW

WOOD RETAININGWALL 4' + High

WOOD RETAININGWALL To 2' High

Samples from


WOOD POST @ BASE WOOD POST @ BASE

WOOD POST @ BASE

--f--r--

WOOD POST @ BASE

WOOD POST @ BASE

-"t-

WOOD POST @ BASE



BASE CONNECTORS FOR WOOO POSTS~W6oa post nomlnaf ana actuarslzes

4 x 4 = 3-1/2" x 3-1/2"-6 x 6 =5-1/2" x 5-112"-8 x 8 =7-1/2" x 7-1/2"=Base types:_Base plate with side plates_Precast metal shoe plate_U plate embedded in concrete_H plate embedded in concrete_Provide approx. 3/4" leveling grout under base plate on concrete slabs or footings_Embed 1/2" anchor bolts with hook ends into concrete slab or footing_Use galvanized steel connectors_Size and number of bolts, nails, and other connectors as required by engineering calculations_Match the fitted base support size to wood post size_Don't use oversized base connectors and try to compensate with wood wedges or shims


X WOOD POSTSTEEL BASEWEEP HOLESBOLTS TO SLABCONCRETE SLABCONCRETE FOOTINGCONCRETE PEDESTALSLOPE TOP OF FOOTING TODRAINSTEEL PINMOISTURE BARRIERTOP OF FLOOR SLABELEVATIONWELDED STEEL BASEPLATEANCHORBEARING PLATESTEEL 'U'-STRAP

Samples from


WOOD POST @ BEAM WOOD POST @ BEAM

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oo

-

-

oo

-


DETAIL DATA CHECKLISTPOST AND BEAM CONSTRUCTIONWOOD POST AND BEAM CONNECTORS_Connector types:

_Nailed metal side plates_For light framing with minimal lateral forces

_Bolted metal side plates_Sizes and spaces of bolts as per code or engineering calculations

_U plate connector, nailed or bolted as required by engineering calculations or manufacturer's tables_Sheet metal connector, sized and nailed as required by engineering calculations or manufacturer's tables


X WOOD BEAMX WOOD POST

STEEL POST CAPBOLTlNAIL CONNECTORSSTEEL STRAP TIECROSS RAFTERSBOLTSHOLES FOR BOLTSSTEEL PLATEFULL WELD BOTH CORNERS

~~n~8Ii,1i~l~~'J!,~~~~~NKSPLICE PLATEBEAM HANGER

I I

i i

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WOOD POST @ BEAM

d dd y

WOOD POST @ BEAM Concealed Anchor WOOD POST @ BEAM Concealed Anchor

Samples from



WOOD POST @ BEAM

"'''' "'"0

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WOOD POST @ BEAM



WOOD POST..~ND BEAM CONNECTORS_ConneCtor "pes:_Nailed metal side plates_For light framing with minimal lateral forces_Bolted metal side plates_Sizes and spaces of bolts as per code or engineering calculations_U plate connector, nailed or bolted as required by engineering calculations or manufacturer's tables_Sheet metal connector, sized and nailed as required by engineering calculations or manufacturer's tables


01 "'"

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/!/!

WOOD POST @ BEAM

o

WOOD POST @ BEAM

1X WOOD BEAMX WOOD POST

STEEL POST CAPBOLTlNAIL CONNECTORSSTEEL STRAP TIECROSS RAFTERSBOLTS

HOLES FOR BOLTSSTEEL PLATEFULL WELD BOTH CORNERSMAK~t1t/.~bl~~~CO~~"WSUNK HEADSSPLICE PLATEBEAM HANGER

Samples from


WOOD SHELVING WOOD SHELVING

I

SHELF Fixed

WARDROBE POLE &SHELF

f-

IX ,~'"

IX~

SHELF Counter

I

WARDROBE POLE &SHELF


FINISH SURFACEr~WRR.~~~II~'Sl£iBARDSBLOCt<ii\ih (MATERIAL g SIZE)ADJACENT MATERIALS

~A~EWtffi.l'~x~d%E& FINISH)POLE (MATERIAL (l< SIZE)

~e6C~~oP(~V~r~IZE)WALL MATERIAL

2 X 4 CONTI FRAME INTO SIDE WALLS3/4" CORE MATERIAL, TOP & FRONT

~Bkffi-~~~~~~~?~FRONT, SELFEDGEFACE OF WALL

~~~~~BRACKETMAX. SPACING @ 4'-0"5'-0" ABOVE FINISHED FLOOR

Samples from


WOOD SHELVING, BASE CABINET WOOD SHELVING, BASE CABINET

f--- -

-

4

J;:rt

-

-

l-I)

.-

STANDING SHELVES Fixed

I[

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F-

-

-

XI

STANDING SHELVES Adjustable


FINISH SURFACE~~WRH..'1'~iW.II~~!9ARDSBLOCKiNh (MATERIAL & SIZE)ADJACENT MATERIALSHARDWARE/ANCHOR

~~R~9~AL SIZE & FINISH)BLOCKING (MATERIAL & SIZE)WALL MATERIAL

2 X 4 CONTJ FRAME INTO SIDE WALLS3/4" CORE IVIATERIAL, TOP & FRONT

~&~~LfA~~.s-~~~~~FRONT, SELFEDGEFACE OF WALL

~~~~~BRACKETMAX. SPACING @ 4'-0"5'-0" ABOVE FINISHED FLOOR

TYPICAL BASE CABINET &DRAWER

Samples from


WOOD SLIDING GLASS DOORS AND WINDOWS WOOD SLIDING GLASS DOORS AND WINDOWS

Wood Sliding. Glass Door -- Single Glazed

HEAD 3"=1 '-0"

11]1JAMB 3"=1'-0" SILL 3"=1'-0"


WOOD SLIDING GLASS DOORS & WINDOWSNote: You can combine these generic window details with varied exterior wall construction details

to create many hundreds of possible special combinations._Wood windows are especially subject to moisture damage and warping; they require extra care throughout




Wood Sliding. Glass Door -- Double GlazedNOTATION CHECKLISTWALL CONSTRUCTIONSHIM SPACEDRIP CAPIWEATHERSTRIPPING/FLASHINGCAULKING/GROUT

vw.I~'6M~~1WxMAL& FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARD

SAMPLE NOTESGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENING

SILL 3"=1'-0"JAMB 3"=1'-0"HEAD 3"=1 '-0"

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WOOD SLIDING WINDOWS WOOD SLIDING WINDOWS

Wood Sliding -- Single Glazed

Wood Sliding -- Double Glazed

2 X WOOD NAILER1/4" GLASS

~~~~ UP 8" MINWOOD CASING .2"WOODDRIPWOOD STOOLWOOD HEADERWOOD FASCIAWOOD TRIMINTERIOR CASINGWOOD SIDINGINSUL. BOARDGYPSUM WALLBOARDEYE HOOK W/EYE SCREWSCREEN MOLDING


WOOD SLIDING WINDOWSNote: You can combine these generic window details with varied exterior wall construction details in this book

to create many hundreds of possible special combinations._Wood windows are especially subject to moisture damage and warping; they require extra care throughout





~~'6~~~LMiMAL&FINISHHARDWARE/OPERATORVENTIWEEP HOLEIWIND GUARDGLAZING: SINGLE/DOUBLE/REMOVABLESCREEN/SCREEN FRAMECASINGITRIM/ADJACENT FINISHROUGH OPENING/FINISH OPENINGSLIDING WOOD WINDOW

W88B~~?~" X 1"

SILL 3"=1 '-0"

SILL 3"=1 '-0"JAMB 3"=1'-0"

JAMB 3"=1'-0"HEAD 3"=1'-0"

HEAD 3"=1'-0"

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WOOD STAIRS

WOOD STAIR TREAD& RISER Closed



WOOD STAIR TREAD& RISER Open

WOOD STAIRS

DETAIL DATA CHECKLISTWOOD STAIRSStairs may be shop built and installed as a unit. Use the design and construction standards of ArchitecturalWoodwork Institute.Rules Qf thumb; .._Provide lanCllng at every 15 risers maximum

Stair angle of 30 to 35 degrees is most comfortablelreads and risers must not vary in size over 1/8" or they'll cause accidents_Optimum riser size is 7 to 7-1/2" with optimal tread of 9-1/2" to 10-1/2"_Minimum residential stair width is 36", 44" to 48" preferred

Ha~~~~t 30" to 34"_Balcony or landing guardrail: 42"

Handrail or guardrail stiles: 9" minimum spacing.lurn end ofhandrail into newel post, to floor or to wall

Wood tread and risers, use minimum 3/4" actual thickness-Attach wood treads and risers with screw connections and glue to prevent movement and squeaks---Wood stringers are usually cut from 2 x 12_Two side stringers are mandatory and one center stringer recommended_Provide fire blocking across stringer in closed riser with exposed soffit


TREADS & RISERS

~Tm~PE& SIZE)BLOCKINGFURRING/SOFFIT3/4" PLYWD. TREADS & RISERS2 X 12 TREAD1 X8 RISER1 X2 NOSERESILIENT SQUARE SAFETY NOSE

~/~"~~tR~~S',~"~~~~t\~~& 2 @ EA. SIDE

§~l~&l~~~2 X 12'S @ 16" O.C.OAK BASE, OAK TREAD

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WOOD STEPS (LANDSCAPING) WOOD STEPS (LANDSCAPING)


WOOD STEPSTreated lumber or redwood"l

=Nail wood treads and risers together with galvanized nails_Anchor heavy timbers or railroad ties into compacted grade with steel rods

3/4" to 1" round, 24" to 36" long steel rods set 12" from each end~o single riser allowed in any run of walkway or ramp (use 3 minimum risers in any group)

WOOD CURBS_Use redwood, cedar, cypress or treated wood

Sizes:- 2x6, 2x8, 6x6, 6x8, and railroad ties

HOld wood curbs in place with wood stakes, rebar or bolts-Stakes may be 1x2, 2x2, 2x3, or 2x4, 16" to 24" long, 24" to 48" o.c., and/or at ends of timbers

_Use 2 20d gao nails per stakeFor rebar, use a #4 bar 18" long at each end of timber

=Form a pocket around ihe bar and fill it with concrete

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WOOD STEPS

WOOD STEPS

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III~III II II "(IS II II

II IIII IIIIIIII

NOTATION CHECKLIST,SAMPLE NOTESFINISH GRADE/PAVING/PLANTING BEDWOOD CURB/PAVING EDGEPAVING BASE

~Ym~ATERIAL, SIZE &SPACING)

Samples from


Detail Data Check List CAD DetailsSOUND ISOLATION PLATE SOUND ISOLATION CLIPS "O.C. Samples from 2X4...

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